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TABLE 4-8 (Page 1 of 2)
GENERAL PLAN BUILDOUT WITHOUT PROJECT
SUMMARY OF IMPROVEMENT NEEDS BEYOND 2005 EXISTING LANES
INTERSECTION
ADDITIONAL INTERSECTION IMPROVEMENTS
Bluff Rd. (NS) at:
• Coast Hw. (EW)
Provide two SB left turn lanes and two SB right turn lanes (2nd with overlap phase).
Provide two EB left turn lanes. Provide one WB right turn lane.
Multiple additional through lanes required to achieve LOS "D". 15th St. (NS) at.
• Coast Hw. (EW)
Provide 2nd SB right turn lane with overlap phase. Provide 2nd EB left turn lane.
Newport BI. (NS) at:
• Hospital Rd. (EW)
Provide 2nd NB left turn lane.
Riverside Av. (NS) at:
• Coast Hw. (EW)
Provide 3rd EB through lane.
Tustin Av. (NS) at:
• Coast Hw. (EW)
Provide 3rd EB through lane.
MacArthur BI. (NS) at:
• Campus Dr. (EW)
Provide 2nd NB left turn lane.
Restripe SB to provide 3.5 through lanes and 1.5 right turn lanes.
Von Karman Av. (NS) at:
• Campus Dr. (EW)
Provide 2nd EB left turn lane.
Jamboree Rd. (NS) at:
• Campus Dr. (EW)
Provide NB list right turn lane with overlap phase.
Provide 4th SB through lane.
Provide WB right turn overlap phase for current right turn lane.
Additionally, to achieve LOS "D", provide 3rd WB through lane. • Birch St. EW
Provide 4th SB through lane.
Campus Dr. (NS) at:
• Bristol St. N (EW)
Provide 5th WB through lane.
Birch St. (NS) at:
• Bristol St. N (EW)
Reconstruct WB approach to provide 1 left turn lane, 2.5 through lanes, and 1.5 right turn lanes.
Campus Dr. (NS) at:
• Bristol St. S (EW)
h
Reconstruct EB approach to provide 2 left turn lanes, 2.5 through lanes, and 1.5 right turn lanes.
Irvine Av. (NS) at:
• Mesa Dr. (EW)
-Funded Improvements
Provide 3rd NB through lane. Provide 3rd SB through lane. Provide 9st EB right turn lane. Provide 2nd WB left turn lane.
Additional Improvements
Construct funded improvements, but EB right turn lane is not necessary. • University Dr. (EW)
Provide 3rd NB through lane.
Provide 3rd SB through lane.
Restri a EB to include 1.5 left turn lanes, 0.5 through lanes, and 1 right turn lane. 4-27
TABLE 4-8 (Page 2 of 2)
GENERAL PLAN BUILDOUT WITHOUT PROJECT
SUMMARY OF IMPROVEMENT NEEDS BEYOND 2005 EXISTING LANES
INTERSECTION
ADDITIONAL INTERSECTION IMPROVEMENTS
MacArthur BI. (NS) at:
• Jamboree Rd. (EW)
Provide 3rd WB left turn lane.
Jamboree Rd. (NS) at:
• Bristol St. S (EW)
Provide 6th NB through lane.
Provide 4th SB through lane.
To achieve LOS "D", provide additional EB left turn lane (making EB movement 2.5 left turn lanes, 1.5 through lanes, and 2 right turn lanes).
MacArthur Bl. (NS) at:
• Ford Rd./Bonita Canyon Dr. (EW)
Provide 3rd SB left turn lane.
• San Joaquin Hills Rd. (EW)
Provide 3rd SB left turn lane.
Provide 3rd EB left turn lane.
SR-73 NB Ramps (NS) at:
• Bonita Canyon Dr. EW
Provide 2nd WB left turn lane.
UAUcJ obs\_01200\01232\Excel\[01232-32.xis]T4-8
I -07
TABLE 4-9
BUILDOUT WITHOUT PROJECT SR-73 FREEWAY/TOLL WAY MAINLINE ANALYSIS AM I
SEGMENT
I
ADT
NORTHBOUND
SOUTHBOUND
LANES
VOLUME
LOS
LANES
VOLUME
LOS
405 Fw. to Bear St.
135,000
3 10,718
F
3 3,457
C
-with anticipated regional improvements 2
5 F
4 B
-with additional improvements
6 D
6 A
Bear St. to 55 Fw.
158,000
3 12,544
F
3 4,046
C
-with anticipated regional improvements 2
5 F
5 B
-with additional improvements
6 F
6 B
55 Fw. to Jamboree Rd.
135,000
3 10,718
F
3 3,457
C
-with anticipated regional improvements 2
5 F
5 B
-with additional improvements
6 D
6 A
Jamboree Rd. to Bonita Canyon Dr.
97,000
3 7,701
F
3 2,484
B
-with anticipated regional improvements 2
5 D
5 A
Bonita Canyon Dr. to Newport Coast Dr.
136,000
4 10,797
F
4 3,483
B
-with anticipated regional improvements 2
6 E
6 A
A
-with additional improvements
7 D
6 Newport Coast Dr. to Toll Plaza
127,000
3 10,083
F
3 3,252
C
-with anticipated regional improvements 2
5 F
6 A
1 -with additional improvements
6 B
6 A
pN]
SEGMENT
ADT
NORTHBOUND
SOUTHBOUND
LANES
VOLUME
LOS
LANES
VOLUME
LOS
405 Fw. to Bear St.
135,000
3 5,646
E
3 9,137
F
-with anticipated regional improvements
5 C
4 F
-with additional improvements
6 B
6 D
Bear St. to 55 Fw.
158,000
3 6,607
F
3 10,694
F
-with anticipated regional improvements 2
5 C
5 F
-with additional improvements
6 C
6 D
55 Fw. to Jamboree Rd.
135,000
3 5,646
E
3 9,137
F
-with anticipated regional improvements 2
5 C
5 E
-with additional improvements
6 B
6 D
Jamboree Rd. to Bonita Canyon Dr.
97,000
3 4,057
C
3 6,565
F
-with anticipated regional improvements 2
5 B
5 C
Bonita Canyon Dr. to Newport Coast Dr.
136,000
4 5,687
C
4 9,205
F
-with anticipated regional improvements 2
6 B
6 D
-with additional improvements
7 B
6 D
Newport Coast Dr, to Toll Plaza
127,000
3 5,311
D
3 8,596
F
-with anticipated regional improvements 2
5 C
6 __6_1
C
-with additional improvements
6 D
C
1 = Improvement
2 - Anticipated regional improvements taken from OCTAM
U:\Uc.Jobs\ 01200\01232\Excel\[01232-32.xls]T4-9
4-29
are contained in Appendix "CC." Even with these improvements, the following segments operate at a deficient level of service and require further improvements:
SR-73 Freeway Northbound
• 1-405 Freeway to Bear Street (AM)
• Bear Street to SR-55 Freeway (AM)
• SR-55 Freeway to Jamboree Rd. (AM)
• Bonita Canyon Drive to Newport Coast Drive (AM)
• Newport Coast Drive to Toll Plaza (AM)
SR-73 Freeway Southbound
• 1-405 Freeway to Bear Street (PM)
• Bear Street to SR-55 Freeway (PM)
• SR-55 Freeway to Jamboree Rd. (PM)
Mainline operations can also be negatively affected by ramp operational problems. The ramp analysis for the General Plan buildout Without Project scenario was analyzed with freeway lanes that are consistent with the anticipated regional improvements. Appendix "DD" contains the calculation worksheets.
Ramp failure could be due to a number of factors. Insufficient freeway lanes could cause ramp failure if the volume on the freeway exceeded capacity. Ramp volumes exceeding ramp capacity also cause a deficient level of service.
Dependent on the situation, excess or insufficient length in the acceleration or deceleration could cause deficient operations. The summary of the analysis is shown on Table 4-10. The following locations operate at a deficient level of service:
• Bristol Street Northbound Off
• Jamboree Road Southbound On
• MacArthur Boulevard Northbound On
Gsi17
TABLE 4-10
GENERAL PLAN BUILDOUT WITHOUT PROJECT BR-73 FREEWAY PEAK HOUR RAMP ANALYSIS RAMP
MOVE
LANES
ON
FWY.
FREEWAY
VOLUME
RAMP
LANES
LENGTH OF
ACCELERATION
DECELERATION
LANE (ft)
PEAK
HOUR
VOLUME
DENSITY
LOS
AM
PM
AM
PM
AM I
PM
AM
I PM
Bristol St.
NB Off
5 10,718
5,646
1 0
2,360
900
55.2 30.4
F
D
-with improvements
NB Off
6 10,718
5,646
2 310
2,360
900
34.9 16.4
D
B
Bristol St.
SB Off
5 3,457
9,137
2 2,725
1,430
660
NOM
NOM
A
A
Jamboree Rd.
NB On
5 7,701
4,057
1 120
460
860
20.8 17.3
C
B
Jamboree Rd.
SB On
5 3,457
9,137
1 1,700
620
1,650
14.9 37.7
B
F
-with improvements
SB On
6 3,457
1 9,137
1 1,580
620
1,650
12.5 1 30.5
B
I D
MacArthur BI.
NB Off
5 7,701
4,057
2 1,480
960
490
0.8 NOM
A
A
MacArthur BI.
NB On
5 7,701
4,057
1 340
2,520
2,200
--'
--'
F
F
-with improvements
NB On
6 7,701
4,057
2 340
2,520
2,200
31.8 25.1
D
C
MacArthur BI.
SB Off
5 2,484
6,565
1 1,340
2,200
2,240
15.5 27.9
F'
F'
-with improvements
SB Off
5 2,484
6,565
2 1,340
2,200
2,240
3.0 10.5
A
B
University Dr.
NB On
5 7,701
4,057
1 200
1,300
1,430
22.4 20.0
C
B
University Dr.
SB Off
5 2,484
6,565
1 1,400
810
840
7.1 19.4
A
B
Bison Av.
NB Off
5 7,701
4,057
1 0
520
320
34.2 22.1
D
C
Bison Av.
NB On
5 7,701
4,057
1 250
280
860
18.8 16.0
B
B
Bison Av.
SB Off
5 2,484
6,565
1 0
990
380
20.7 29.4
C
D
Bison Av.
SB On
5 2,484
6,565
1 740
120
320
9.6 1 21.0
A
C
Bonita Canyon Dr.
NB Off
6 10,797
5,687
1 1,250
1,010
220
30.3 11.9
1 D
B
Bonita Canyon Dr.
NB On
5 7,701
4,057
1 2,440
720
400
47.0 22.4
F
C
-with improvements
NB On
5 7,701
4,057
1 1 040
720
400
34.3 20.4
D
C
Bonita Canyon Dr.
SB Off
5 2,484
6,565
1 0
410
520
17.5 30.2
B
D
Bonita Canyon Dr.
SB On
5 2,484
6,565
1 400
300
830
10.9 19.7
B
B
Newport Coast Dr.
NB Off
5 10,083
5,311
1 0
530
1 280
42.6 25.6
F
C
-with improvements
NB Off
6 10,083
5,311
1 190
530
280
35.0 21.6
D
C
Newport Coast Dr.
NB On
5 10,083
5,311
1 1,250
490
330
52.8 27.2
F
C
-with improvements
NB On
6 10,083
5,311
1 880
490
330
34.9 20.5
D
C
Newport Coast Dr.
JSB Off
6 1 3,483
9,205
1 0
680
1,060tk
C
E
-with improvements
SB Off
6 3,483
9,205
1 240
680
1,060
B
D
Newport Coast Dr.
SB On
6 3,483
9,205
1 360
440
580
B
C
' Ramp failure due to ramp volumes over capacity.
1 = Improvement
U:\UcJobs\_01200\01232\Excel\[01232-32.xI&IT4-10
4-31
• MacArthur Boulevard Southbound Off
• Bonita Canyon Drive Northbound Off
• Newport Coast Drive Northbound Off
• Newport Coast Drive Northbound On
• Newport Coast Drive Southbound Off
4-32
5.0 GENERAL PLAN BUILDOUT WITH PROJECT (POST-2030) LAND USE WITH
PROJECT NETWORK SCENARIO
This chapter presents General Plan buildout (Post-2030) With Project conditions.
General Plan buildout model inputs are discussed and refined forecast volumes are presented. Data are compared to Existing conditions and the Without Project (currently adopted General Plan) conditions (as defined in Chapter 4 of this report) scenario. The roadway system has remained unchanged (the project network) from the General Plan buildout Without Project scenario.
5.1 Land Use and Socioeconomic Data (SED)
This section discusses the land use and socioeconomic data inputs.
5.1.1 General Plan Buildout With Project Land Use Data
The General Plan buildout with project land use data was provided to Urban Crossroads, Inc. staff by City staff and the City's General Plan consultant, EIP Associates. Appendix "EE" of this report documents the explicit land use data included in NBTM 3.1 for General Plan buildout With Project conditions in this analysis. Table 5-1 summarizes the overall General Plan buildout with project land uses for the City of Newport Beach. Appendix "FF" contains the land use changes by TAZ compared to the Without Project (currently adopted General Plan) scenario. Land uses have changed based on data provided by the City. Large land use changes occur in the Airport Area (to incorporate residential uses in an area dominated by employment uses), in Newport Center (where additional residential and commercial uses are included) and in places like Mariners Mile and Old Newport Boulevard (where a mixed use component has been added).
Table 5-2 shows General Plan buildout With Project land use growth from Existing conditions. There is an increase in apartments of almost 5-1
TABLE 5-1
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT LAND USE COMPARISON
NBTM
CODE'
DESCRIPTION
UNITS 2
BUILDOUT
WITHOUT
PROJECT
QUANTITY
BUILDOUT
WITH PROJECT
QUANTITY3
DIFFERENCE
% DIFFERENCE
1 Low Density Residential
DU
19,570
20,402
832
4.25%
2 Medium Density Residential
DU
15,077
14,223
(854)
-5.66%
3 Apartment
DU
14,427
19,114
4,687
32.49%
4 Elderly Residential
DU
200
200
-
0.00%
5 Mobile Home
DU
455
455
-
0.00%
TOTAL DWELLING UNITS
IDU
1 49,729
1 54,394
1 4,666
1 9.38%
6 Motel
ROOM
139
136
(3)
-2.16%
7 Hotel
ROOM
5,537
6,413
876
15.82%
9 Regional Commercial
TSF
1,559.000
1,684.000
125.000
8.02%
10 General Commercial
TSF
5,120.942
5,268.840
147.898
2.89%
11 Commercial/Recreation
ACRE
5.100
5.100
-
0.00%
13 Restaurant
TSF
198.860
198.860
0.0001
0.00%
15 Fast Food Restaurant
TSF
15.640
15.640
-
0.00%
16 Auto Dealer/Sales
TSF
386.050
386.050
-
0.000%
17 Yacht Club
TSF
70.310
70.310
-
0.00%
18 Health Club
TSF
61.330
61.330
0.000
0.00%
19 Tennis Club
CRT
59 59
-
0.00%
20 Marina
SLIP
1,055
1,055
-
0.00%
21 Theater
SEAT
5,475
5,475
-
0.00%
22 Newport Dunes
ACRE
64.00 64.00
-
0.00%
23 General Office
TSF
13,492.354
11,209.939
(2,282.415)
-16.92/
24 Medical/Government Office
TSF
1,084.576
1,657.561
572.985
52.83%
25 Research & Development
TSF
81.730
81.730
-
0.00%
26 Industrial
TSF
1 1,956.092
885.310
(1,070.782)
-54.74%
27 Mini-Storage/Warehouse
TSF
196.420
196.420
-
0.00%
28 Pre-school/Day Care
TSF
49.000
40.600
(8.400)
-17.14%
29 Elementary/Private School
STU
5,055
5,555
500
9.89%
30 Junior/High School
STU
5,215
5,215
-
0.00%
31 Cultural/Learning Center
TSF
40.000
40.000
-
0.00%
32 Library
TSF
84.600
84.600
-
0,00%
33 Post Office
TSF
73.700
73.700
-
0.00%
34 Hospital
BED
2,001
2,001
0.00%
35 Nursing/Conv. Home
BEDS
566
566
0.00%
36 Church
TSF
511.704
465.904
(45.800)
-8.95%
37 Youth Ctr./Service
TSF
183.209
189.209
6.000
3.27%
38 Park
ACRE
127.780
183.680
55.900
43.75%
39 Regional Park
ACRE
45.910
65.910
20.000
43.56%
40 Golf Course
ACRE 1
298.290
298.290
-
0.00%
Uses 8, 12, and 14 are part of the old NBTAM model structure and are not currently utilized in the City land use datasets.
2 Units Abbreviations:
DU = Dwelling Units
TSF = Thousand Square Feet
CRT = Court
STU = Students
3 Includes Newport Coast and recent annexation areas.
U:\UcJobs\_01200\01232\Excel\[01232-32. xis]T5-1
5-2
TABLE 5-2
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT WITH
PROJECT LAND USE GROWTH FROM EXISTING
NBTM
CODE'
DESCRIPTION
UNITS 2
EXISTING
QUANTITY3
BUILDOUT
WITH
PROJECT
QUANTITY3
GROWTH
% GROWTH
1 Low Density Residential
DU
18,702
20,402
1,700
9.09%
2 Medium Density Residential
DU
10,974
14,223
3,249
29.61%
3 Apartment
DU
9,703
19,114
9,411
96.99%
4 Elderly Residential
DU
200
200
-
0.00%
5 Mobile Home
DU
600
455
-145
-24.17%
TOTAL DWELLING UNITS
IDU
1 40,179
1 54,394
1 14,2151
35.38%
6 Motel
ROOM
134
136
2 1.49%
7 Hotel
ROOM
3,231
6,413
3,182
98.48%
9 Regional Commercial
TSF
1,331.000
1,684.000
353.000
26.52%
10 General Commercial
TSF
3,823.398
5,268.840
1,445.442
37.81 %
11 Commercial/Recreation
ACRE
5.100
5.100
-
0.00%
13 Restaurant
TSF
1 99.450
198.860
99.410
99.96%
15 Fast Food Restaurant
TSF
15.640
15.640
-
0.00%
16 Auto Dealer/Sales
TSF
201.300
386.050
184.750
91.78%
17 Yacht Club
TSF
51.830
70.310
18.480
35.66%
18 Health Club
TSF
16.770
61.330
44.560
265.71 %
19 Tennis Club
CRT
60 59
1 -1.67%
20 Marina
SLIP
1,055
1,055
-
0.00%
21 Theater
SEAT
5,489
5,475
-14
-0.26%
22 Newport Dunes
ACRE
64.00 64.00
-
0.00%
23 General Office
TSF
11,657.109
11,209.939
447.170
-3.84%
24 Medical/Government Office
TSF
959.718
1,657.561
697.843
72.71%
25 Research & Development
TSF
81.730
81.730
-
0.00%
26 Industrial
TSF
1,291.079
885.310
405.769
-31.43%
27 Mini-Storage/Warehouse
TSF
196.420
196.420
-
0.00%
28 Pre-school/Day Care
TSF
48.050
40.600
7.450
-15.50%
29 Elementary/Private School
STU
4,999
5,555
556
11.13%
30 Junior/High School
STU
5,215
5,215
-
0.00%
31 Cultural/Learning Center
TSF
35.000
40.000
5.000
14.29%
32 Library
TSF
78.800
84.600
5.800
7.36%
33 Post Office
TSF
53.700
73.700
20,000
37.24%
34 Hospital
BED
1,031
2,001
970
94.08%
35 Nursin /Conv. Home
BEDS
661
566
(95)
-14.37%
36 Church
TSF
377.780
465.904
88.124
23.33%
37 Youth Ctr./Service
TSF
149.540
189.209
39.669
26.53%
38 Park
ACRE
128.360
183.680
55.320
43.10%
39 Regional Park
ACRE
1 65.910 1
65.910
N/A
40 Golf Course IACRE
1 305.330 1
298.290 1
-7.040
-2.31
' Uses 8, 12, and 14 are part of the old NBTAM model structure and are not currently utilized in the City land use datasets
2 Units Abbreviations:
DU = Dwelling Units
TSF = Thousand Square Feet
CRT = Court
STU = Students
3 Includes Newport Coast and recent annexation areas.
U:\ U cJ o b s\_01200\01232\ E xce I\[01232-32. x l s] T 5-2 5-3
10,000 dwelling units. Non-residential categories that grow by more than 500,000 square feet include general commercial and medical/government office. At the same time, the quantity of general office and industrial use are projected to decrease by approximately 450,000 and 400,000 square feet, respectively.
5.1.2 General Plan Buildout With Project Socioeconomic Data (SED) General Plan buildout SED that has been calculated from land use is summarized in Table 5-3. Appendix "GG" contains the supporting data, along with supplemental and final SED summaries. Table 5-3 also contains a comparison of General Plan buildout With Project SED to Existing SED for the City of Newport Beach. The total number of dwelling units is projected to increase by 13,295 units (35 %) from Existing conditions. For total employment, an increase of 15,454 employees (21 %) is anticipated.
5.2 Trip Generation
Table 5-4 summarizes the overall trip generation for the General Plan buildout With Project conditions for the City of Newport Beach and compares it to Existing conditions trip generation. Appendix "HH" contains a report of trip generation by NBTM TAZ for the City of Newport Beach. Most of these trips have been calculated from the final General Plan buildout SED presented previously. Some additional trips result from supplemental SED or represent special generator trips.
The overall trip generation for the City of Newport Beach With Project scenario is an estimated 981,997 daily vehicle trips. Table 5-5 compares General Plan buildout With Project trip generation to General Plan buildout Without Project trip generation. Total trip generation increases by approximately 29,748 daily trips (2.91 %). Appendix "I I" shows the zone by zone trip generation comparison. 5-4
TABLE 5-3
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT WITH PROJECT
LAND USE BASED SOCIOECONOMIC DATA GROWTH FROM EXISTING
VARIABLE
EXISTING'
QUANTITY
BUILDOUT
WITH PROJECT
QUANTITY
GROWTH
% GROWTH
Occupied Single Family Dwelling Units
17,467
19,105
1,638
9%
Occupied Multi -Family Dwelling Units
20,136
31,793
11,657
58%
TOTAL OCCUPIED DWELLING UNITS
37,603
50,898
13,295
35%
Group Quarters Population
661
566
-95
-14%
Population
83,007
108,421
25,414
31 %
Employed Residents
49,632
66,581
16,949
34%
Retail Employees
11,525
15,480
3,955
34%
Service Employees
19,681
27,336
7,655
39%
Other Employees
41,468
45,312
3,844
9%
TOTAL EMPLOYEES
1 72,674
88,128
15,454
21%
Elem/High School Students
110,214
10,7701
556
5%
Includes Newport Coast and recent annexation areas.
U:\UcJobsi 01200\01232\Excel\[01232-32.xls]T5-3
5-5
TABLE 5-4
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT TRIP GENERATION SUMMARY
TRIP PURPOSE
DAILY TRIP ENDS
GROWTH
PERCENT
GROWTH
EXISTING'
BUILDOUT
WITH
PROJECT
Home Based Work Productions
61,128
81,761
20,633
33.75%
Home Based Work Attractions
88,446
107,577
19,131
21.63%
Home Based School Productions
11,756
15,332
3,576
30.42%
Home Based School Attractions
8,990
9,481
491
5.46%
Home Based Other Productions2
165,256
212,617
47,361
28.66%
Home Based Other Attractions
115,052
153,163
38,111
33.13%
Work Based Other Productions
55,488
69,271
13,783
24.84%
Work Based Other Attractions
60,741
76,428
15,687
25.83%
Other - Other Productions
98,005
129,081
31,076
31.71 %
Other - Other Attractions
96,363
127,286
30,923
32.09%
TOTAL PRODUCTIONS 1
391,6331
508,062
116,429
29.73%
TOTAL ATTRACTIONS
369,5921
473,9351
104,3431
28.23%
OVERALL TOTAL
761,2251
981,9971
220,7721
29.00%
Home -Work includes Home -Work and Home -University trips, consistent with OCTAM mode choice output. 2 Home -Other includes Home -Shop and Home -Other trips, consistent with OCTAM mode choice output. 3 Includes Newport Coast and recent annexation areas.
U:\U cJ obs\_01200\01232\Excel\[01232-32.xIsJT5-4
5-6
TABLE 5-5
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT TRIP GENERATION COMPARISON
TRIP PURPOSE
DAILY TRIP ENDS
GROWTH
PERCENT
GROWTH
BUILDOUT
WITHOUT
PROJECT
BUILDOUT
WITH
PROJECT
Home Based Work Productions'
74,938
81,761
6,823
9.10%
Home Based Work Attractions
112,693
107,577
-5,116
-4.54%
Home Based School Productions
14,241
15,332
1,091
7.66%
Home Based School Attractions
9,041
9,481
440
4.87%
Home Based Other Productions
195,168
212,617
17,449
8.94%
Home Based Other Attractions
148,526
153,163
4,637
3.12%
Work Based Other Productions
71,257
69,271
-1,986
-2.79%
Work Based Other Attractions
77,664
76,428
-1,236
-1.597/.
Other - Other Productions
125,391
129,081
3,690
2.94%
Other - Other Attractions
123,330
127,2861
3,956
3.21 %
TOTAL PRODUCTIONS
480,9951
508,0621
27,067
5.630/a
TOTAL ATTRACTIONS
1 471,2541
473,9351
2,6811
0.57%
OVERALL TOTAL
1 952,2491
981,9971
29,7481
3.12%
' Home -Work includes Home -Work and Home -University trips, consistent with OCTAM mode choice output. 2 Home -Other includes Home -Shop and Home -Other trips, consistent with OCTAM mode choice output. 3 Includes Newport Coast and recent annexation areas.
U : \U cJobs\_01200\01232\Excel\[01232-32.xls]T5-5
5-7
5.3 Traffic Assignment
The roadway system for the General Plan buildout With Project alternative is identical to the roadway system presented in Chapter 4 of this report.
Exhibit 5-A summarizes the NBTM 3.1 refined General Plan buildout With Project scenario daily traffic volumes throughout the City of Newport Beach. Changes from the General Plan buildout without project forecasts are shown on Table 5-6.
Volume changes occur primarily because of land use changes in the Airport Area.
Roadways that experience the largest increases include Birch Street, Coast Highway, Jamboree Road, and MacArthur Boulevard.
Table 5-7 compares these refined forecasts to existing counted volumes. The highest daily traffic volume increases occur on Campus Drive/Irvine Avenue, Coast Highway, Jamboree Road, MacArthur Boulevard, Newport Boulevard, and Newport Coast Drive. Each of these facilities experiences an increase in excess of 10,000 vehicles per day. The traffic volumes are very similar to the traffic volumes previously presented for the Without Project (currently adopted General Plan) scenario.
5A Daily Capacity Analysis
Daily roadway segment capacity analysis has been performed at study area roadways, and is shown on Exhibit 5-B. The following roadway segments are expected to operate with daily V/C ratios greater than 0.90:
• Newport Boulevard north of Via Lido
• Jamboree Road north of Campus Drive
• Jamboree Road north of Birch Street
• Irvine Avenue north of University Drive
• Irvine Avenue north of Santiago Drive
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5-9
TABLE 5-6 (Page 1 of 4)
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT AVERAGE DAILY TRAFFIC COMPARISON
LOCATION
WITHOUT
PROJECT
FORECAST
WITH
PROJECT
FORECAST
CHANGE
% CHANGE
15th St. (Coast Hwy. to Bluff Rd.)
9,000
8,000
-1,000
-8.3%
16th St. (Irvine Ave. to Dover Dr.)
6,000
6,000
0 0.0%
32nd St. (west of Newport Blvd.)
9,000
8,000
-1,000
-11.1%
32nd St. (east of Newport Blvd.)
5,000
4,000
-1,000
-20.0%
Avocado Ave. (north of San Miguel Dr,)
5,000
5,000
0 0.0%
Avocado Ave. (south of San Miguel Dr.)
11,000
11,000
0 0.0%
Avocado Ave. (north of Coast Hwy.)
10,000
10,000
0 0.0%
Balboa Blvd. (south of Coast Hwy.)
22,000
22,000
0 0.0%
Bayside Dr. (south of Coast Hwy.)
12,000
12,000
0 0.0%
Birch St. (Jamboree Rd. to Von Karman Ave.)
19,000
20,000
1,000
5.3%
Birch St. (Von Karman Ave. to MacArthur Blvd.)
21,000
22,000
1,000
4.8%
Birch St. (west of MacArthur Blvd.)
21,000
24,000
3,000
14.3%
Birch St. (north of Bristol St. North)
29,000
30,000
1,000
3.4%
Birch St. (Bristol St. North to Bristol St. South)
22,000
23,000
1,000
4.5%
Birch St, (south of Bristol St. South)
17,000
17,000
0 0.0%
Bison Ave. (Jamboree Rd. to MacArthur Blvd.)
17,000
18,000
1,000
5.9%
Bison Ave. (MacArthur Blvd. to SR-73 Fwy.)
10,000
10,000
0 0.0%
Bluff Rd. (Coast Hwy. to 15th St.)
8,000
7,000
-1,000
-20%
Bluff Rd. (15th St. to 17th St.)
9,000
6,000
-3,000
-33%
Bonita Canyon Dr. (east of MacArthur Blvd.)
32,000
31,000
-1,000
-3.1%
Bonita Canyon Dr. (west of SR-73 Fwy.)
26,000
26,000
0 0.0%
Bristol St. North (west of Campus Dr.)
34,000
35,000
1,000
2.9%
Bristol St. North (Campus Dr. to Birch St.)
29,000
30,000
1,000
3.4%
Bristol St. North (east of Birch St.)
29,000
30,000
1,000
3.4%
Bristol St. North (west of Jamboree Rd.)
19,000
20,000
1,000
5.3%
Bristol St. South (west of Campus Dr./Irvine Ave.)
33,000
33,000
0 0.0%
Bristol St. South (Campus Dr. to Birch St.)
22,000
23,000
1,000
4.5%
Bristol St. South (east of Birch St.)
22,000
22,000
0 0.0%
Bristol St. South (west of Jamboree Rd.)
38,000
39,000
1,000
2.6%
Campus Dr. (Jamboree Rd. to Von Karman Ave.)
23,000
23,000
0 0.0%
Campus Dr. (Von Karman Ave. to MacArthur Blvd.)
35,000
34,000
-1,000
-2.9%
Campus Dr. (west of MacArthur Blvd.)
39,000
40,000
1,000
2.6%
Campus Dr. (north of Bristol St. North)
39,000
40,000
1,000
2.6%
Campus Dr. (Bristol St. North to Bristol St. South)
41,000
41,000
0 0.0%
Coast Hwy. (west of 15th St.)
45,000
46,000
1,000
2.2%
Coast Hwy. (Superior Ave. to Newport Blvd.)
40,000
41,000
1,000
2.5%
Coast Hwy. (Newport Blvd. to Riverside Ave.)
64,000
67,000
3,000
4.7%
Coast Hwy. (Riverside Ave. to Tustin Ave.)
56,000
58,000
2,000
3.6%
Coast Hwy. (Tustin Ave. to Dover Dr.)
51,000
53,000
2,000
3.9%
Coast Hwy. (Dover Dr. to Bayside Dr.)
74,000
76,000
2,000
2.7%
Coast Hwy. Bayside Dr. to Jamboree Rd.
62,0001
63,000
1,000
1.6%
5-10
TABLE 5-6 (Page 2 of 4)
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT AVERAGE DAILY TRAFFIC COMPARISON
LOCATION
WITHOUT
PROJECT
FORECAST
WITH
PROJECT
FORECAST
CHANGE
% CHANGE
Coast Hwy. (Jamboree Rd. to Newport Center Dr.)
49,000
50,000
1,000
2.0%
Coast Hwy. (Newport Center Dr. to Avocado Ave.)
42,000
42,000
0 0.0%
Coast Hwy. (Avocado Ave. to MacArthur Blvd.)
45,000
45,000
0 0.0%
Coast Hwy. (MacArthur Blvd. to Goldenrod Ave.)
45,000
45,000
0 0.0%
Coast Hwy. (Goldenrod Ave. to Marguerite Ave.)
43,000
43,000
0 0.0%
Coast Hwy. (Marguerite Ave. to Poppy Ave.)
42,000
42,000
0 0.0%
Coast Hwy. (Poppy Ave. to Newport Coast Dr.)
38,000
38,000
0 0.0%
Coast Hwy (east of Newport Coast Dr.)
49,000
49,000
0 0.0%
Dover Dr. (Irvine Ave. to Westcliff Dr.)
11,000
11,000
0 0.0%
Dover Dr. (Westcliff Dr. to 16th St.)
24,000
24,000
0 0.0%
Dover Dr. (16th St. to Cliff Dr.)
28,000
28,000
0 0.0%
Dover Dr. (Cliff Dr. to Coast Hwy.)
33,000
33,000
0 0.0%
Eastbluff Dr. (west of Jamboree Rd. at University Dr.)
11,000
10,000
-1,000
-9.1%
Eastbluff Dr. (west of Jamboree Rd. at Ford Rd.)
15,000
15,000
0 0.0%
Ford Rd. (Jamboree Rd. to MacArthur Blvd.)
13,000
13,000
0 0.0%
Goldenrod Ave. (north of Coast Hwy.)
4,000
4,000
0 0.0%
Highland Dr. (east of Irvine Ave.)
2,000
2,000
0 0.0%
Hospital Rd. (Placentia Ave. to Newport Blvd.)
15,000
17,000
2,000
13.3%
Hospital Rd. (east of Newport Blvd.)
9,000
11,000
2,000
22.2%
Irvine Ave, (Bristol St. South to Mesa Dr.)
38,000
38,000
0 0.0%
Irvine Ave. (Mesa Dr. to University Dr.)
41,000
42,000
1,000
2.4%
Irvine Ave. (University Dr. to Santa Isabel Ave.)
40,000
40,000
0 0.0%
Irvine Ave. (Santa Isabel Ave. to Santiago Dr.)
33,000
33,000
0 0.0%
Irvine Ave. (Santiago Dr. to Highland Dr.)
32,000
32,000
0 0.0%
Irvine Ave. (Highland Dr. to Dover Dr.)
32,000
33,000
1,000
3.1%
Irvine Ave. (Dover Dr. to Westcliff Dr.)
29,000
29,000
0 0.0%
Irvine Ave. (Westcliff Dr. to 16th St.)
12,000
13,000
1,000
8.3%
Jamboree Rd. (Campus Dr. to Birch St.)
47,000
48,000
1,000
2.1%
Jamboree Rd. (Birch St. to MacArthur Blvd.)
55,000
56,000
1,000
1.8%
Jamboree Rd. (MacArthur Blvd. to Bristol St. North)
44,000
47,000
3,000
6.8%
Jamboree Rd. (Bristol St. North to Bristol St. South)
51,000
53,000
2,000
3.9%
Jamboree Rd. (Bristol St. South to Bayview Wy.)
52,000
53,000
1,000
1.9%
Jamboree Rd. (Bayview Wy. to University Dr.)
52,000
52,000
0 0.0%
Jamboree Rd. (University Dr. to Bison Ave.)
42,000
43,000
1,000
2.4%
Jamboree Rd. (Bison Ave. to Ford Rd.)
46,000
47,000
1,000
2.2%
Jamboree Rd. (Ford Rd. to San Joaquin Hills Rd.)
55,000
57,000
2,000
3.6%
Jamboree Rd. (San Joaquin Hills Rd. to Santa Barbara Dr.) 44,000
45,000
1,000
2.3%
Jamboree Rd. (Santa Barbara Dr. to Coast Hwy.)
42,000
42,000
0 0.0%
Jamboree Rd. ( Coast Hwy. to Bayside Dr.)
15,000
15,000
0 0.0%
MacArthur Blvd. (Campus Dr. to Birch St.)
34,000
37,000
3,000
8.8%
MacArthur Blvd. (Birch St. to Von Karman Ave.)
27,000
28,000
1,000
3.7%
MacArthur Blvd. (Von Karman Ave. to Jamboree Rd.)
33,0001
34,0001
1,000 1
3.0%
5-11
TABLE 5-6 (Page 3 of 4)
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT AVERAGE DAILY TRAFFIC COMPARISON
LOCATION
WITHOUT
PROJECT
FORECAST
WITH
PROJECT
FORECAST
CHANGE
% CHANGE
MacArthur Blvd. (south of Jamboree Rd.)
36,000
38,000
2,000
5.6%
MacArthur Blvd. (north of Bison Ave.)
73,000
73,000
0 0.0%
MacArthur Blvd. (Bison Ave. to Ford Rd.)
70,000
70,000
0 0.0%
MacArthur Blvd. (Ford Rd. to San Joaquin Hills Rd.)
60,000
61,000
1,000
1.7%
MacArthur Blvd. (San Joaquin Hills Rd. to San Miguel Rd.) 37,000
37,000
0 0.0%
MacArthur Blvd. (San Miguel Rd. to Coast Hwy.)
36,000
36,000
0 0.0%
Marguerite Ave. (south of San Joaquin Hills Rd.)
9,000
9,000
0 0.0%
Marguerite Ave. (north of Coast Hwy.)
9,000
8,000
-1,000
-11.1%
Mesa Dr. (east of Irvine Ave.)
13,000
13,000
0 0.0%
Newport Blvd. (north of Hospital Rd.)
43,000
45,000
2,000
4.7%
Newport Blvd. (Hospital Rd. to Coast Hwy.)
52,000
54,000
2,000
3.8%
Newport Blvd. (Coast Hwy. to Via Lido)
57,000
58,000
1,000
1.8%
Newport Blvd. (Via Lido to 32nd St.)
40,000
42,000
2,000
5.0%
Newport Blvd. (south of 32nd St.)
33,000
35,000
2,000
6.1%
Newport Center Dr. (north of Coast Hwy.)
16,000
17,000
1,000
6.3%
Newport Coast Dr. (SR-73 Fwy. to San Joaquin Hills Rd.) 34,000
34,000
0 0.0%
Newport Coast Dr. (south of San Joaquin Hills Rd.)
32,000
32,000
0 0.0%
Newport Coast Dr. (north of Coast Hwy.)
27,000
28,000
1,000
3.7%
Placentia Ave. (north of Superior Ave.)
12,000
12,000
0 0.0%
Placentia Ave. (Superior Ave. to Hospital Rd.)
11,000
11,000
0 0.0%
Poppy Ave. (north of Coast Hwy.)
3,000
3,000
0 0.0%
Riverside Ave. (north of Coast Hwy.)
10,000
11,000
1,000
10.0%
San Joaquin Hills Rd. (Jamboree Rd. to Santa Cruz Rd.)
17,000
18,000
1,000
5.9%
San Joaquin Hills Rd. (Santa Cruz Rd. to Santa Rosa Rd.) 12,000
12,000
0 0.0%
San Joaquin Hills Rd. (Santa Rosa Rd. to MacArthur Blvd.) 26,000
27,000
1,000
3.8%
San Joaquin Hills Rd. (MacArthur Blvd. to San Miguel Rd.) 23,000
23,000
0 0.0%
San Joaquin Hills Rd. (San Miguel Rd. to Marguerite Ave.) 25,000
24,000
-1,000
-4.0%
San Joaquin Hills Rd. (Marguerite Ave. to Spyglass Hill Rd.) 19,000
19,000
0 0.0%
San Joaquin Hills Rd. (Spyglass Hill Rd. to Newport Coast Dr.) 19,000
19,000
0 0.0%
San Miguel Dr. (north of Spyglass Hill Rd.)
9,000
9,000
0 0.0%
San Miguel Dr. (south of Spyglass Hill Rd.)
9,000
9,000
0 0.0%
San Miguel Dr. (north of San Joaquin Hills Rd.)
14,000
14,000
0 0.0%
San Miguel Dr. (San Joaquin Hills Rd. to MacArthur Blvd.) 15,000
16,000
1,000
6.7%
San Miguel Dr. (MacArthur Blvd. to Avocado Ave.)
20,000
20,000
0 0.0%
San Miguel Dr. (west of Avocado Ave.)
11,000
12,000
1,000
9.1%
Santa Barbara Dr. (east of Jamboree Rd.)
11,000
13,000
2,000
18.2%
Santa Cruz Dr. (south of San Joaquin Hills Rd.)
9,000
9,000
0 0.0%
Santa Rosa Dr. (south of San Joaquin Hills Rd.)
14,000
14,000
0 0.0%
Santiago Dr. (Tustin Ave. to Irvine Ave.)
6,000
6,000
0 0.0%
Santiago Dr. (east of Irvine Ave.)
3,000
4,000
1,000
33.3%
Spyglass Hill Rd. (San Miguel Dr. to San Joaquin Hills Rd.) 5,000
5,000
0 0.0%
SR-55 Freeway north of SR-73 Fw .
188,0001
189,0001
1,000
L 0,5-/,)Jl
5-12
TABLE 5-6 (Page 4 of 4)
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT AVERAGE DAILY TRAFFIC COMPARISON
LOCATION
WITHOUT
PROJECT
FORECAST
WITH
PROJECT
FORECAST
CHANGE
% CHANGE
SR-55 Freeway (22nd St. to 19th St.)
125,000
125,000
0 0.0%
SR-73 Freeway (SR-55 Fwy. to Campus Dr.)
135,000
136,000
1,000
0.7%
SR-73 Freeway (Jamboree Rd. to University Dr.)
97,000
98,000
1,000
1.0%
SR-73 Freeway (Bonita Canyon Rd. to Newport Coast Dr.)
136,000
136,000
0 0.0%
SR-73 Freeway (east of Newport Coast Dr.)
127,000
128,000
1,000
0.8%
Superior Ave. (north of Placentia Ave.)
20,000
21,000
1,000
5.0%
Superior Ave. (Placentia Ave. to Hospital Rd.)
18,000
18,000
0 0.0%
Superior Ave. (Hospital Rd. to Coast Hwy.)
20,000
22,000
2,000
10.0%
Tustin Ave. (north of Coast Hwy.)
3,000
3,000
0 0.0%
University Dr. (east of Irvine Ave.)
3,000
3,000
0 0.0%
University Dr. (east of Jamboree Rd.)
13,000
13,000
0 0.0%
Via Lido (east of Newport Blvd.)
10,000
10,000
0 0.0%
Von Karman Ave. (Campus Dr. to Birch St.)
19,000
19,000
0 0.0%
Von Karman Ave. (Birch St. to MacArthur Blvd.)
16,000
17,000
1,000
6.3%
Westcliff Dr. (Irvine Ave. to Dover Dr.)
16,0001
16,0001
0 1 0.0%11
U:\UcJobs\_01200\01232\Excel\[01232-32.xls]T5-6
5-13
TABLE 5-7 (Page 1 of 4)
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT AVERAGE DAILY TRAFFIC GROWTH
LOCATION
EXISTING
(2001/2002)
COUNT
WITH
PROJECT
FORECAST
GROWTH
% GROWTH
15th St. (Coast Hwy. to Bluff Rd.)
0 8,000
8,000
--
16th St. (Irvine Ave. to Dover Dr.)
5,000
6,000
1,000
20.0%
32nd St. (west of Newport Blvd.)
8,000
8,000
0 0
32nd St. (east of Newport Blvd.)
3,000
4,000
1,000
33.3%
Avocado Ave. (north of San Miguel Dr.)
5,000
5,000
0 0.0%
Avocado Ave. (south of San Miguel Dr.)
12,000
11,000
-1,000
-8.3%
Avocado Ave. (north of Coast Hwy.)
11,000
10,000
-1,000
-9.1 %
Balboa Blvd. (south of Coast Hwy.)
18,000
22,000
4,000
22.2%
Bayside Dr. (south of Coast Hwy.)
10,000
12,000
2,000
20.0%
Birch St. (Jamboree Rd. to Von Karman Ave.)
12,000
20,000
8,000
66.7%
Birch St. (Von Karman Ave. to MacArthur Blvd.)
15,000
22,000
7,000
46.7%
Birch St. (west of MacArthur Blvd.)
16,000
24,000
8,000
50.0%
Birch St. (north of Bristol St. North)
23,000
30,000
7,000
30.4%
Birch St. (Bristol St. North to Bristol St. South)
19,000
23,000
4,000
21.1%
Birch St. (south of Bristol St. South)
15,000
17,000
2,000
13.3%
Bison Ave. (Jamboree Rd. to MacArthur Blvd.)
13,000
18,000
5,000
38.5%
Bison Ave. (MacArthur Blvd. to SR-73 Fwy.)
7,000
10,000
3,000
42.9%
Bluff Rd. (Coast Hwy. to 15th St.)
0 7,000
7,000
--
Bluff Rd. (15th St. to 17th St.)
0 6,000
6,000
-
Bonita Canyon Dr. (east of MacArthur Blvd.)
26,000
31,000
5,000
19.2%
Bonita Canyon Dr. (west of SR-73 Fwy.)
17,000
26,000
9,000
52.9%
Bristol St. North (west of Campus Dr.)
28,000
35,000
7,000
25.0%
Bristol St. North (Campus Dr. to Birch St.)
23,000
30,000
7,000
30.4%
Bristol St. North (east of Birch St.)
22,000
30,000
8,000
36.4%
Bristol St. North (west of Jamboree Rd.)
16,000
20,000
4,000
25.0%
Bristol St. South (west of Campus DrArvine Ave.)
28,000
33,000
5,000
17.9%
Bristol St. South (Campus Dr. to Birch St.)
17,000
23,000
6,000
35.3%
Bristol St. South (east of Birch St.)
16,000
22,000
6,000
37.5%
Bristol St. South (west of Jamboree Rd.)
31,000
39,000
8,000
25.8%
Campus Dr. (Jamboree Rd. to Von Karman Ave.)
16,000
23,000
7,000
43.8%
Campus Dr. (Von Karman Ave. to MacArthur Blvd.)
20,000
34,000
14,000
70.0%
Campus Dr. (west of MacArthur Blvd.)
26,000
40,000
14,000
53.8%
Campus Dr. (north of Bristol St. North)
28,000
40,000
12,000
42.9%
Campus Dr. (Bristol St. North to Bristol St. South)
30,000
41,000
11,000
36.7%
Coast Hwy. (west of Bluff Rd.)
46,000
46,000
0 0.0%
Coast Hwy. (Superior Ave. to Newport Blvd.)
28,000
41,000
13,000
46.4%
Coast Hwy. (Newport Blvd. to Riverside Ave.)
53,000
67,000
14,000
26.4%
Coast Hwy. (Riverside Ave. to Tustin Ave.)
45,000
58,000
13,000
28.9%
Coast Hwy. (Tustin Ave. to Dover Dr.)
42,000
53,000
11,000
26.2%
Coast Hwy. (Dover Dr. to Bayside Dr.)
63,000
76,000
13,000
20.6%
Coast Hwy. (Bayside Dr. to Jamboree Rd.)
51,000
63,000
12,000
23.5%
5-14
TABLE 5-7 (Page 2 of 4)
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT AVERAGE DAILY TRAFFIC GROWTH
LOCATION
EXISTING
(2001/2002)
COUNT
WITH
PROJECT
FORECAST
GROWTH
% GROWTH
Coast Hwy. (Jamboree Rd. to Newport Center Dr.)
42,000
50,000
8,000
19.0%
Coast Hwy. (Newport Center Dr. to Avocado Ave.)
35,000
42,000
7,000
20.0%
Coast Hwy. (Avocado Ave. to MacArthur Blvd.)
36,000
45,000
9,000
25.0%
Coast Hwy. (MacArthur Blvd. to Goldenrod Ave.)
40,000
45,000
5,000
12.5%
Coast Hwy. (Goldenrod Ave. to Marguerite Ave.)
39,000
43,000
4,000
10.3%
Coast Hwy. (Marguerite Ave. to Poppy Ave.)
35,000
42,000
7,000
20.0%
Coast Hwy. (Poppy Ave. to Newport Coast Dr.)
28,000
38,000
10,000
35.7%
Coast Hwy (east of Newport Coast Dr.)
35,000
49,000
14,000
40.0%
Dover Dr. (Irvine Ave. to Westcliff Dr.)
9,000
11,000
2,000
22.2%
Dover Dr. (Westcliff Dr. to 16th St.)
22,000
24,000
2,000
9.1%
Dover Dr. (16th St. to Cliff Dr.)
25,000
28,000
3,000
12.0%
Dover Dr. (Cliff Dr. to Coast Hwy,)
29,000
33,000
4,000
13.8%
Eastbluff Dr. (west of Jamboree Rd. at University Dr.)
10,000
10,000
0 0.0%
Eastbluff Dr. (west of Jamboree Rd. at Ford Rd.)
15,000
15,000
0 0.0%
Ford Rd. (Jamboree Rd. to MacArthur Blvd.)
9,000
13,000
4,000
44.4%
Goldenrod Ave. (north of Coast Hwy.)
2,000
4,000
2,000
100.0%
Highland Dr. (east of Irvine Ave.)
2,000
2,000
0 0.0%
Hospital Rd. (Placentia Ave. to Newport Blvd.)
13,000
17,000
4,000
30.8%
Hospital Rd. (east of Newport Blvd.)
7,000
11,000
4,000
57.1 %
Irvine Ave. (Bristol St. South to Mesa Dr.)
27,000
38,000
11,000
40.7%
Irvine Ave. (Mesa Dr. to University Dr.)
31,000
42,000
11,000
35.5%
Irvine Ave. (University Dr. to Santa Isabel Ave.)
33,000
40,000
7,000
21.2%
Irvine Ave. (Santa Isabel Ave. to Santiago Dr.)
29,000
33,000
4,000
13.8%
Irvine Ave. (Santiago Dr. to Highland Dr.)
27,000
32,000
5,000
18.5%
Irvine Ave. (Highland Dr. to Dover Dr.)
27,000
33,000
6,000
22.2%
Irvine Ave. (Dover Dr. to Westcliff Dr.)
22,000
29,000
7,000
31.8%
Irvine Ave. (Westcliff Dr, to 16th St.)
12,000
13,000
1,000
8.3%
Jamboree Rd. (Campus Dr. to Birch St.)
36,000
48,000
12,000
33.3%
Jamboree Rd. (Birch St. to MacArthur Blvd.)
42,000
56,000
14,000
33.3%
Jamboree Rd. (MacArthur Blvd. to Bristol St. North)
36,000
47,000
11,000
30.6%
Jamboree Rd, (Bristol St. North to Bristol St. South)
47,000
53,000
6,000
12.8%
Jamboree Rd. (Bristol St. South to Bayview Wy.)
47,000
53,000
6,000
12.8%
Jamboree Rd. (Bayview Wy. to University Dr.)
47,000
52,000
5,000
10.6%
Jamboree Rd. (University Dr. to Bison Ave.)
37,000
43,000
6,000
16.2%
Jamboree Rd. (Bison Ave. to Ford Rd.)
39,000
47,000
8,000
20.5%
Jamboree Rd. (Ford Rd. to San Joaquin Hills Rd.)
46,000
57,000
11,000
23.9%
Jamboree Rd. (San Joaquin Hills Rd. to Santa Barbara Dr.) 34,000
45,000
11,000
32.4%
Jamboree Rd. (Santa Barbara Dr. to Coast Hwy.)
32,000
42,000
10,000
31.3%
Jamboree Rd. ( Coast Hwy. to Bayside Dr.)
12,000
15,000
3,000
25.0%
MacArthur Blvd. (Campus Dr. to Birch St.)
27,000
37,000
10,000
37.0%
MacArthur Blvd. (Birch St. to Von Karman Ave.)
22,000
28,000
6,000
27.3%
MacArthur Blvd. Von Karman Ave. to Jamboree Rd.)
26,000
34,000
8,000
30.8°/o
615M
TABLE 5-7 (Page 3 of 4)
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT AVERAGE DAILY TRAFFIC GROWTH
LOCATION
EXISTING
(2001/2002)
COUNT
WITH
PROJECT
FORECAST
GROWTH
% GROWTH
MacArthur Blvd. (south of Jamboree Rd.)
27,000
38,000
11,000
40.7%
MacArthur Blvd. (north of Bison Ave.)
61,000
73,000
12,000
19.7%
MacArthur Blvd. (Bison Ave. to Ford Rd.)
63,000
70,000
7,000
11.1 %
MacArthur Blvd. (Ford Rd. to San Joaquin Hills Rd.)
54,000
61,000
7,000
13.0%
MacArthur Blvd. (San Joaquin Hills Rd. to San Miguel Rd.) 35,000
37,000
2,000
5.7%
MacArthur Blvd. (San Miguel Rd. to Coast Hwy.)
31,000
36,000
5,000
16.1%
Marguerite Ave. (south of San Joaquin Hills Rd.)
7,000
9,000
2,000
28.6%
Marguerite Ave. (north of Coast Hwy.)
6,000
8,000
2,000
33.3%
Mesa Dr. (east of Irvine Ave.)
12,000
13,000
1,000
8.3%
Newport Blvd. (north of Hospital Rd.)
36,000
45,000
9,000
25.0%
Newport Blvd. (Hospital Rd. to Coast Hwy.)
43,000
54,000
11,000
25.6%
Newport Blvd. (Coast Hwy. to Via Lido)
48,000
58,000
10,000
20.8%
Newport Blvd. (Via Lido to 32nd St.)
36,000
42,000
6,000
16.7%
Newport Blvd. (south of 32nd St.)
29,000
35,000
6,000
20.7%
Newport Center Dr. (north of Coast Hwy.)
14,000
17,000
3,000
21.4%
Newport Coast Dr. (SR-73 Fwy. to San Joaquin Hills Rd.) 17,000
34,000
17,000
100.0%
Newport Coast Dr. (south of San Joaquin Hills Rd.)
15,000
32,000
17,000
113.3%
Newport Coast Dr. (north of Coast Hwy.)
12,000
28,000
16,000
133.3%
Placentia Ave. (north of Superior Ave.)
12,000
12,000
0 0.0%
Placentia Ave. (Superior Ave. to Hospital Rd.)
7,000
11,000
4,000
57.1 %
Poppy Ave. (north of Coast Hwy.)
2,000
3,000
1,000
50.0%
Riverside Ave. (north of Coast Hwy.)
9,000
11,000
2,000
22.2%
San Joaquin Hills Rd. (Jamboree Rd. to Santa Cruz Rd.)
16,000
18,000
2,000
12.5%
San Joaquin Hills Rd. (Santa Cruz Rd. to Santa Rosa Rd.) 11,000
12,000
1,000
9.1%
San Joaquin Hills Rd. (Santa Rosa Rd. to MacArthur Blvd.) 21,000
27,000
6,000
28.6%
San Joaquin Hills Rd. (MacArthur Blvd. to San Miguel Rd.) 19,000
23,000
4,000
21.1 %
San Joaquin Hills Rd. (San Miguel Rd. to Marguerite Ave.) 18,000
24,000
6,000
33.3%
San Joaquin Hills Rd. (Marguerite Ave. to Spyglass Hill Rd.) 12,000
19,000
7,000
58.3%
San Joaquin Hills Rd. (Spyglass Hill Rd. to Newport Coast Dr.) 12,000
19,000
7,000
58.3%
San Miguel Dr. (north of Spyglass Hill Rd.)
7,000
9,000
2,000
28.6%
San Miguel Dr. (south of Spyglass Hill Rd.)
7,000
9,000
2,000
28.6%
San Miguel Dr. (north of San Joaquin Hills Rd.)
12,000
14,000
2,000
16.7%
San Miguel Dr. (San Joaquin Hills Rd. to MacArthur Blvd.) 12,000
16,000
4,000
33.3%
San Miguel Dr. (MacArthur Blvd. to Avocado Ave.)
19,000
20,000
1,000
5.3%
San Miguel Dr. (west of Avocado Ave.)
10,000
12,000
2,000
20.0%
Santa Barbara Dr. (east of Jamboree Rd.)
10,000
13,000
3,000
30.0%
Santa Cruz Dr. (south of San Joaquin Hills Rd.)
8,000
9,000
1,000
12.5%
Santa Rosa Dr. (south of San Joaquin Hills Rd.)
11,000
14,000
3,000
27.3%
Santiago Dr. (Tustin Ave. to Irvine Ave.)
5,000
6,000
1,000
20.0%
Santiago Dr. (east of Irvine Ave.)
3,000
4,000
1,000
33.3%
Spyglass Hill Rd. (San Miguel Dr. to San Joaquin Hills Rd.) 4,000
5,000
1,000
25.0%
SR-55 Freeway (north of SR-73 Fwy.)
155,000
189,000
34,000
21.9%
5-16
TABLE 5-7 (Page 4 of 4)
CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT
WITH PROJECT AVERAGE DAILY TRAFFIC GROWTH
LOCATION
EXISTING
(2001/2002)
COUNT
WITH
PROJECT
FORECAST
GROWTH
% GROWTH
SR-55 Freeway (22nd St. to 19th St.)
94,000
125,000
31,000
33.0%
SR-73 Freeway (SR-55 Fwy. to Campus Dr.)
94,000
136,000
42,000
44.7%
SR-73 Freeway (Jamboree Rd. to University Dr.)
59,000
98,000
39,000
66.1%
SR-73 Freeway (Bonita Canyon Rd. to Newport Coast Dr.)
62,000
136,000
74,000
119.4%
SR-73 Freeway (east of Newport Coast Dr.)
56,000
128,000
72,000
128.6%
Superior Ave. (north of Placentia Ave.)
17,000
21,000
4,000
23.5%
Superior Ave. (Placentia Ave. to Hospital Rd.)
22,000
18,000
-4,000
-18.2%
Superior Ave. (Hospital Rd. to Coast Hwy.)
24,000
22,000
-2,000
-8.3%
Tustin Ave. (north of Coast Hwy.)
2,000
3,000
1,000
50.0%
University Dr. (east of Irvine Ave.)
3,000
3,000
0 0.0%
University Dr. (east of Jamboree Rd.)
11,000
13,000
2,000
18.2%
Via Lido (east of Newport Blvd.)
8,000
10,000
2,000
25.0%
Von Karman Ave. (Campus Dr. to Birch St.)
14,000
19,000
5,000
35.7%
Von Karman Ave. (Birch St. to MacArthur Blvd.)
12,000
17,000
5,000
41.7%
Westcliff Dr. Irvine Ave. to Dover Dr.
16,000
16,000
0 0.0%
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5-18
• Irvine Avenue north of Highland Drive
• Irvine Avenue north of Dover Drive
• Dover Drive north of Westcliff Drive
• Dover Drive north of Coast Highway
• Jamboree Road north of Bayview Way
• Jamboree Road north of University Drive
• Jamboree Road north of Ford Road
• Jamboree Road north of San Joaquin Hills Road
• MacArthur Boulevard north of Bison Avenue
• MacArthur Boulevard north of Ford Road
• MacArthur Boulevard north of San Joaquin Hills Road
• Newport Coast Drive north of SR-73 Northbound Ramps
• Newport Coast Drive north of San Joaquin Hills Road
• Newport Boulevard south of Hospital Road
• Jamboree Road south of Birch Street
• Irvine Avenue south of University Drive
• Hospital Road east of Newport Boulevard
• Campus Drive east of MacArthur Boulevard
• Bristol Street North east of Birch Street
• Bristol Street South east of Birch Street
• Coast Highway east of Dover Drive
• Coast Highway east of Bayside Drive
• Coast Highway east of Jamboree Road
• Ford Road east of MacArthur Boulevard
• Coast Highway east of MacArthur Boulevard
• Coast Highway east of Goldenrod Avenue
• Coast Highway east of Marguerite Avenue
• Coast Highway east of Poppy Avenue
• Coast Highway east of Newport Coast Drive
• Coast Highway west of Superior Avenue/Balboa Boulevard 5-19
• Coast Highway west of Riverside Drive
• Bristol Street North west of Campus Drive
• Bristol Street South west of Campus Drive
• Dover Drive west of Irvine Avenue
• Bristol Street South west of Jamboree Road
The daily capacity of a roadway correlates to a number of widely varying factors, including traffic peaking characteristics, traffic turning volumes, and the volume of traffic on crossing streets. The daily capacities are therefore most appropriately used for long range General Plan analysis, or as a screening tool to determine the need for more detailed peak hour analysis. More detailed peak hour analysis has been conducted at key intersections in the vicinity of all these roadway segments to quantify actual peak hour operations and levels of service.
5.5 Peak Hour Forecasts
The final and most meaningful data evaluated for the General Plan Buildout With Project scenario was intersection volume and geometric data for the 64 intersections selected for analysis. The existing intersection configurations have been used for calculation of the initial General Plan Buildout With Project intersection capacity utilization values (ICUs). Table 5-8 summarizes the General Plan Buildout With Project ICUs based on the AM and PM peak hour intersection turning movement volumes and the existing intersection, geometric data compared with General Plan buildout Without Project ICUs. Appendix "JJ" contains the detailed ICU calculation worksheets. The worksheets in Appendix "JJ" summarize the intersection geometric data and the AM and PM peak intersection turning movement volumes. The differences in Level of Service are generally less than 0.10 (a single letter grade level).
A comparison of General Plan Buildout With Project ICUs with existing (2005) lanes to existing (2002) ICUs is shown on Table 5-9. Intersections with ICU values 5-20
TABLE 5-8 (1 of 2)
GENERAL PLAN BUILDOUT WITH PROJECT INTERSECTION
CAPACITY UTILIZATION (ICU) COMPARISON TO WITHOUT PROJECT
INTERSECTION NS/EW
AM
PEAK HOUR
PM
PEAK HOUR
BUILDOUT
WITHOUT
PROJECT
BUILDOUT
WITH
PROJECT
DELTA
BUILDOUT
OUT
PROJECT
BUILDOLIT
WITH
PROJECT
DELTA
1 a. Bluff Rd. & Coast Hw.
0.65 0.61
-0.04
0.84 0.89
0.05 1 b. 15th St. & Coast Hw.
0.74 0.72
-0.02
0.89 0.90
0.01 2. Superior Av. & Placentia Av.
0.65 0.67
0.02 0.55
0.57 0.02
3. Superior Av. & Coast Hw.
0.89 0.88
-0.01
0.75 0.76
0.01 4. Newport BI. & Hospital Rd.
0.75 0.83
0.08 0.91
0.96 0.05
5. Newport BI. & Via Lido
0.56 0.58
0.02 0.40
0.41 0.01
6. Newport BI. & 32nd St.
0.82 0.86
0.04 0.88
0.91 0.03
7. Riverside Av. & Coast Hw.
0.98 0.97
-0.01
0.92 0.93
0.01 8. Tustin Av. & Coast Hw.
0.91 0.94
0.03 0.76
0.83 0.07
9. MacArthur BI. & Campus Dr.
0.76 0.81
0.05 1.21
1.24 0.03
10. MacArthur BI. & Birch St.
0.79 0.79
0.00 0.90
0.90 0.00
11. Von Karman Av. & Campus Dr.
0.70 0.73
0.03 0.93
0.97 0.04
12. MacArthur BI. & Von Karman Av.
0.58 0.54
-0.041
0.66 0.65
-0.01
13. Jamboree Rd. & Campus Dr.
0.91 0.93
0.02 1.18
1.18 0.00
14. Jamboree Rd. & Birch St.
1.00 1.00
0.00 0.84
0.84 0.00
15. Campus Dr. & Bristol St. N
0.99 1.02
0.03 1.07
1.06 -0.01
16. Birch St. & Bristol St. N
0.94 0.90
-0.04
0.74 0.72
-0.02
17. Campus Dr./Irvine Av. & Bristol St. S
0.91 0.89
-0.02
0.75 0.78
0.03 18. Birch St. & Bristol St. S
0.52 0.51
-0.01
0.52 0.54
0.02 19. Irvine Av. & Mesa Dr.
0.99 0.98
-0.01
1.19 1.19
0.00 20. Irvine Av. & University Dr.
1.17 1.19
0.02 1.08
1.09 0.01
21. Irvine Av. & Santiago Dr.
0.68 0.69
0.01 0.76
0.77 0.01
22. Irvine Av. & Highland Dr.
0.60 0.60
0.00 0.65
0.65 0.00
23. Irvine Av. & Dover Dr.
0.771
0.78 0.01
0.68 0.69
0.01 24. Irvine Av. & Westcliff Dr.
0.64 0.66
0.02 0.80
0.82 0.02
25. Dover Dr. & Westcliff Dr.
0.38 0.38
0.00 0.53
0.54 0.01
26. Dover Dr. & 16th St.
0.60 0.60
0.00 0.60
0.60 0.00
27. Dover Dr. & Coast Hw.
0.80 0.81
0.01 0.93
0.94 0,01
28. Bayside Dr. & Coast Hw.
0.88 0.89
0.01 0.85
0.85 0.00
29, MacArthur BI. & Jamboree Rd.
0.92 0.93
0.01 0.98
1.02 0.04
30. Jamboree Rd. & Bristol St. N)
0.68 0.68
0.00 0.65
0.67 0.02
31. Bayview PI, & Bristol St. S
0.60 0.60
0.00 0.62
0.63 0.01
32. Jamboree Rd. & Bristol St. S)
0.96 0.94
-0.02
0.85 0.87
0.02 33. Jamboree Rd. & Ba view Wy.
0.46 0.45
-0.01
0.67 0.67
0.00 34. Jamboree Rd. & Eastbluff Dr. /University Dr.
0.68 0.68
0.00 0.66
0.67 0.01
35. Jamboree Rd. & Bison Av.
0.52 0.52
0.00 0.62
0.62 0.00
36. Jamboree Rd. & Eastbluff Dr./Ford Rd.
0.80 0.80
0.00 0.76
0.01 37. Jamboree Rd. & San Joaquin Hills Rd. 1
0.601
0,611
0.011
0.71 .0.771
0.72 0.01
5-21
TABLE 5-8 (1 of 2)
GENERAL PLAN BUILDOUT WITH PROJECT INTERSECTION
CAPACITY UTILIZATION (ICU) COMPARISON TO WITHOUT PROJECT
INTERSECTION NS/EW
AM PEAK HOUR
PM
PEAK HOUR
BUILDOUT
WITHOUT
PROJECT
BUILDOUT
WITH
PROJECT
DELTA
BUILDOUT
WITHOUT
PROJECT
BUILDOUT
WITH
PROJECT
DELTA
1 a. Bluff Rd. & Coast Hw.
0.65 0.63
-0.02
0.84 0.82
-0.02
1 b. 15th St. & Coast Hw.
0.74 0.72
-0.02
0.89 0.83
-0.06
2. Superior Av. & Placentia Av.
0.65 0.67
0.02 0.55
0.57 0.02
3. Superior Av. & Coast Hw.
0.89 0.88
-0.01
0.75 0.76
0.01 4. Newport BI. & Hospital Rd.
0.75 0.83
0.08 0.91
0.961
0.05 5. Newport BI. & Via Lido
0.56 0.58
0.02 0.40
0.41 0.01
6. Newport BI. & 32nd St.
0.82 0.86
0.04 0.88
0.91 0.03
7. Riverside Av. & Coast Hw.
0.98 0.97
-0.01
0.92 0.93
0.01 8. Tustin Av. & Coast Hw.
0.91 0.94
0.03 0.76
0.83 0.07
9. MacArthur Bl. & Campus Dr.
0.76 0.81
0.05 1.21
1.24 0.03
10. MacArthur BI. & Birch St.
0.79 0.79
0.00 0.90
0.90 0.00
11. Von Karman Av. & Campus Dr.
0.70 0.73
0.03 0.93
0.97 0.04
12. MacArthur BI. & Von Karman Av.
0.58 0.54
-0.04
0.66 0.65
-0.01
13. Jamboree Rd. & Campus Dr.
0.91 0.93
0.02 1.18
1.18 0.00
14. Jamboree Rd. & Birch St.
1.00 1.00
0.00 0.84
0.84 0.00
15. Campus Dr. & Bristol St. N
0.99 1.02
0.03 1.07
1.06 -0.01
16. Birch St. & Bristol St. (N)
0.94 0.90
-0.04
0.74 0.72
-0.02
17. Campus Dr./Irvine Av. & Bristol St. (S)
0.91 0.89
-0.02
0.75 0.78
0.03 18. Birch St. & Bristol St. (S)
0.52 0.51
-0.01
0.52 0.54
0.02 19. Irvine Av. & Mesa Dr.
0.99 0.98
-0.01
1.19 1.19
0.00 20. Irvine Av. & University Dr.
1.17 1.19
0.02 1.08
1.09 0.01
21, Irvine Av. & Santiago Dr.
0.68 0.69
0.01 0.76
0.77 0.01
22. Irvine Av. & Highland Dr.
0.60 0.60
0.00 0.65
0.65 0.00
23. Irvine Av. & Dover Dr,
0.77 0.78
0.01 0.68
0.69 0.01
24. Irvine Av. & Westcliff Dr.
0.64 0.66
0.02 0.80
0.82 0.02
25. Dover Dr. & Westcliff Dr.
0.38 0.38
0,00
0.53 0.54
0.01 26. Dover Dr. & 16th St.
0.60 0.60
0.00 0.60
0.60 0.00
27. Dover Dr. & Coast Hw.
0.80 0.81
0.01 0.93
0.94 0.01.
28. Bayside Dr. & Coast Hw.
0.88 0.89
0.01 0.85
0.85 0.00
29. MacArthur BI. & Jamboree Rd.
0.92 0.93
0.01 0.98
1.02 0.04
30. Jamboree Rd. & Bristol St. (N)
0.68 0.68
0.00 0.65
0.67 0.02
31. Bayview Pl. & Bristol St. (S)
0.60 0.60
0.00 0.62
0.63 0.01
32. Jamboree Rd. & Bristol St. (S)
0.96 0.94
-0.02
0.85 0.87
0.02 33. Jamboree Rd. & Bayview Wy.
0.46 0.45
401
0.67 0.67
0.00 34. Jamboree Rd. & Eastbluff Dr. /University Dr.
0.68 0.68
0.00 0.66
0.67 0.01
35. Jamboree Rd. & Bison Av.
0.52 0.52
0.00 0.62
0.62 0.00
36. Jamboree Rd. & Eastbluff Dr./Ford Rd.
0.80 0.80
0.001
0,761
0.77 0.01
37, Jamboree Rd. & San Joaquin Hills Rd.
0.601
0.61 0,011
0.711
0.721
0.01 TABLE 5-9 (1 of 2)
GENERAL PLAN BUILDOUT WITH PROJECT INTERSECTION
CAPACITY UTILIZATION (ICU) COMPARISON TO EXISTING
INTERSECTION NS/EW
AM
PEAK HOUR
PM PEAK HOUR
EXISTING
COUNT
WITH
PROJECT
I DELTA
EXISTING
COUNT
WITH
PROJECT
DELTA
1 a. Bluff Rd. & Coast Hw.
N/A
0.63 N/A
N/A
0.82 N/A
1 b. 15th St. & Coast Hw,
N/A
0.72 N/A
N/A
0.83 N/A
2. Superior Av. & Placentia Av.
0.66 0.67
0,01
0.67 0.57
-0.10
3. Superior Av. & Coast Hw.
0.84 0.88
0.04 0.90
0,76
-0.14
4. Newport BI. & Hospital Rd.
0.54 0,83
0.291
0,70
0.96 0.26
5. Newport BI. & Via Lido
0.41 0.58
0.17 0.37
0.41 0.04
6. Newport BI. & 32nd St.
0.73 0.86
0.13 0.78
0.91 0.13
7. Riverside Av. & Coast Hw.
0,84
0.97 0.13
0.93 0.93
0.00 8. Tustin Av. & Coast Hw.
0.80 0.94
0.14 0.67
0.83 0.16
9. MacArthur BI. & Campus Dr.
0.61 0.81
0.20 0.85
1.24 0.39
10, MacArthur BI. & Birch St.
0.49 0.79
0.30 0.66
0.90 0.24
11. Von Karman Av. & Campus Dr.
0.55 0.73
0.18 0.79
0.97 0.18
12. MacArthur BI. & Von Karman Av.
0.46 0.54
0.08 0.53
0.65 0.12
13. Jamboree Rd. & Campus Dr.
0.70 0.93
0.231
0.85 1.18
0.33 14. Jamboree Rd. & Birch St.
0.61 1.00
0.39 0.60
0.84 0.24
15. Campus Dr. & Bristol St. N)
0.77 1.02
0.25 0,94
1.06 0.12
16. Birch St. & Bristol St. N
0.66 0.90
0.24 0.61
0.72 0.11
17. Campus Dr./Irvine Av. & Bristol St. (S)
0,72
0.89 0.17
0.58 0.78
0.20 18. Birch St. & Bristol St. (S)
0.46 0.51
0.05 0.44
0.54 0.10
19. Irvine Av. & Mesa Dr,
0.70 0.98
0.28 0.94
1.19 0.25
20, Irvine Av. & University Dr.
0.82 1.19
0.37 0.89
1.09 0.20
21. Irvine Av. & Santiago Dr.
0.66 0.69
0.03 0.72
0.77 0.05
22. Irvine Av. & Highland Dr.
0.57 0.60
0.03 0.60
0.65 0,05
23. Irvine Av. & Dover Dr.
0.72 0,78
0.06 0.64
0.69 0.05
24. Irvine Av. & Westcliff Dr,
0.57 0.66
0.09 0.77
0,82
0.05 25. Dover Dr. & Westcliff Dr.
0.38 0.38
0.00 0.48
0.54 0.06
26. Dover Dr. & 16th St.
0.55 0.60
0.05 0.57
0.60 0.03
27. Dover Dr. & Coast Hw,
0.70 0.81
0.11 0.74
0.94 0.20
28. Bayside Dr. & Coast Hw.
0.69 0.89
0.20 0.70
0.85 0.15
29, MacArthur BI. & Jamboree Rd.
0,88
0.93 0.05
0.91 1,02
0.11 30. Jamboree Rd. & Bristol St. (N)
0.55 0.68
0.13 0.59
0.67 0.08
31, Bayview Pl. & Bristol St, (S)
0.48 0.60
0.12 0.56
0.63 0.07
32. Jamboree Rd. & Bristol St. S)
0.75 0,94
0.19 0.72
0.87 0.15
33. Jamboree Rd. & Bayview Wy.
0.41 0.45
0.04 0.57
0.67 0.10
34. Jamboree Rd. & Eastbluff Dr. /University Dr.
0.60 0.68
0.08 0.64
0.67 0.03
35. Jamboree Rd. & Bison Av.
0.45 0.52
0.07 0.51
0.62 0,11
36. Jamboree Rd. & Eastbluff Dr./Ford Rd.
0.691
0.801
0.11 0.651
0.77 0.12
37. Jamboree Rd. & San Joaquin Hills Rd. 1
0.561
0.611
0.05 0.571
0.72 0.15
5-23
TABLE 5-9 (2 of 2)
GENERAL PLAN BUILDOUT WITH PROJECT INTERSECTION
CAPACITY UTILIZATION (ICU) COMPARISON TO EXISTING
INTERSECTION NS/EW
AM
PEAK HOUR
PM PEAK HOUR
EXISTING1
COUNT
WITH
PROJECT
DELTA
EXISTING
COUNT
WITH
PROJECT
DELTA
38. Jamboree Rd. & Santa Barbara Dr.
0.47 0.58
0.11 0.63
0.79 0.16
39, Jamboree Rd. & Coast Hw.
0.68 0.77
0.09 0.74
0.80 0.06
40. Santa Cruz Dr. & San Joaquin Hills Rd.
0.36 0.38
0.02 0.36
0.34 -0.02
41. Santa Rosa Dr. & San Joaquin Hills Rd.
0.32 0.41
0.09 0.52
0.71 0.19
42. Newport Center Dr, & Coast Hw.
0.40 0.48
0.08 0.52
0.63 0.11
44. Avocado Av. & San Miguel Dr.
0.33 0.36
0.03 0.72
0.79 0.07
45. Avocado Av. & Coast Hw.
0.58 0.731
0.15 0.66
0.78 0.12
46. SR-73 NB Ramps & Bison Av.
0.31 0.52
0.21 0.37
0.61 0.24
47. SR-73 SB Ramps & Bison Av.
0.26 0.42
0.16 0.17
0.32 0.15
48. MacArthur Bl. & Bison Av.
0.63 0.78
0.15 0.60
0.79 0.19
49. MacArhtur Bl. & Ford Rd.18onita Canyon Dr.
0.71 0.80
0.09 0.90
1.00 0.10
50. MacArthur Bl. & San Joaquin Hills Rd.
0.64 0.791
0.15 0.93
1.12 0.19
51. MacArthur Bl. & San Miguel Dr.
0.56 0.64
0.08 0.65
0.75 0.10
52. MacArthur Bl. & Coast Hw.
0.60 0.72
0.12 0.71
0.78 &07
53. SR-73 NB Ramps & Bonita Canyon Dr.
0.55 1.06
0.51 0.43
0.76 0.33
54, SR-73 SB Ramps & Bonita Canyon Dr.
0.30 0.46
0.16 0.41
0.66 0.25
55. Spyglass Hill Rd. & San Miguel Dr.
0.28 0.301
0.02 0.31
0.38 0.07
56. San Miguel Dr. & San Joaquin Hills Rd.
0.44 0.55
0.11 0.54
0.74 0.20
57. Goldenrod Av. & Coast Hw.
0.99 0.99
0.00 0.69
0.69 0.00
58, Marguerite Av. & San Joaquin Hills Rd.
0.31 0.42
0.11 0.35
0.51 0.16
59.Mar uerite Av. & Coast Hw.
0.83 0.98
0,15
0.82 1.00
0.18 60. Spyglass Hill Rd. & San Joaquin Hills Rd.
0.44 0.601
0.16 0.30
0.49 0.19
61. Poppy Av. & Coast Hw.
0,61
0.701
0.09 0.65
0.76 0.11
62. Newport Coast Dr. & SR-73 NB Ramps
0.45 0.65
0.20 0.31
0.40 0.09
64, Newport Coast Dr, & San Joaquin Hills Rd.
0.37 0.62
0.251
0.29 0.49
0.20 65. Newport Coast Dr. & Coast Hw.
0.47 0.70
0,231
0.50 0.73
0.23 U: \UcJ o bs\_01200\01232\Exce I\[01232-32. xl s] T5-9 5-24
greater than 0.90 (LOS "E" or worse) in either peak period without improvements beyond 2005 conditions are:
• Newport Boulevard (NS)/Hospital Road (EW) (PM)
• Newport Boulevard (NS)/32nd Street (EW) (PM)
• Riverside Drive (NS)/Coast Highway (EW) (AM/PM)
• Tustin Avenue (NS)/Coast Highway (EW) (AM)
• MacArthur Boulevard (NS)/Campus Drive (EW) (PM)
• Von Karman Avenue (NS)/Campus Drive (EW) (PM)
• Jamboree Road (NS)/Campus Drive (EW) (AM/PM)
• Jamboree Road (NS)/Birch Street (EW) (AM)
• Campus Drive (NS)/Bristol Street North (EW) (AM/PM)
• Irvine Avenue (NS)/Mesa Drive (EW) (AM/PM)
• Irvine Avenue (NS)/University Drive (EW) (AM/PM)
• Dover Drive (NS)/Coast Highway (EW) (PM)
• MacArthur Boulevard (NS)/Jamboree Road (EW) (AM/PM)
• Jamboree Road (NS)/Bristol Street South (EW) (AM)
• MacArthur Boulevard (NS)/Ford Road/Bonita Canyon Drive (EW) (PM) • MacArthur Boulevard (NS)/San Joaquin Hills Road (EW) (PM) • SR-73 NB Ramps (NS)/Bonita Canyon Drive (EW) (AM)
• Goldenrod Avenue (NS)/Coast Highway (EW) (AM)
• Marguerite Avenue (NS)/Coast Highway (EW) (AM/PM)
Table 5-10 summarizes intersection analysis for buildout conditions, including intersection lanes. Two intersections do not experience a deficiency With the Project, but did experience deficiencies Without the Project: Birch Street at Bristol Street North and Campus Drive at Bristol Street South.
Intersection analysis has been performed to determine improvements necessary to provide acceptable levels of service. ICU worksheets are included in Appendix XK". Table 5-10 also compares the ICU results with and without I:'P
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improvements. Improvements necessary to provide acceptable levels of service are shown in Table 5-11. Improvements that require the least additional right-of- way or other environmental impacts have generally been recommended.
Individual intersections improvements are discussed in Chapter 6 for each location requiring improvements.
5.6 Freeway/Tollway and Ramp Analysis
For the General Plan buildout With Project scenario, the volumes on four segments have slightly increased when compared to the General Plan buildout Without Project scenario. The analysis summary is shown on Table 5-12. With anticipated regional improvements, the same segments that operated deficiently in the General Plan buildout Without Project scenario also operate at a deficient level of service in the General Plan With Project scenario, including:
SR-73 Freeway Northbound
• 1-405 Freeway to Bear Street (AM)
• Bear Street to SR-55 Freeway (AM)
• SR-55 Freeway to Jamboree Rd. (AM)
• Bonita Canyon Drive to Newport Coast Drive (AM)
• Newport Coast Drive to Toll Plaza (AM)
SR-73 Freeway Southbound
• 1-405 Freeway to Bear Street (PM)
• Bear Street to SR-55 Freeway (PM)
• SR-55 Freeway to Jamboree Rd. (PM)
However, the following segments require additional lanes when compared with the General Plan Without Project scenario:
SR-73 Freeway
• Bear Street to SR-55 Freeway (Northbound/Southbound)
• SR-55 Freeway to Jamboree Road (North bound/Southbound) 5-32
TABLE 5-11 (Page 1 of 2)
GENERAL PLAN BUILDOUT WITH PROJECT SUMMARY
OF IMPROVEMENT NEEDS BEYOND 2005 EXISTING LANES
ADDITIONAL INTERSECTION IMPROVEMENTS
WITH PROJECT
INTERSECTION
Bluff Rd. (NS) at:
• Coast Hw. (EW)
Provide two SB left turn lanes and two SB right turn lanes (2nd with overlap phase).
Provide two EB left turn lanes. Provide one WB right turn lane. 15th St. (NS) at:
• Coast Hw. (EW)
Provide two SB left turn lanes and two SB right turn lanes (2nd with overlap phase).
Provide two EB left turn lanes. Provide one WB right turn lane.
Newport BI. (NS) at:
• Hospital Rd. (EW)
Provide 2nd NB left turn lane.
• 32nd St. (EW)
Restripe EB to provide 2 left turn lanes, and 1 shared through -right lane Restri a WB to provide 1 left turn lane, 1 through lane, and 1 free right turn lane.
Riverside Av. (NS) at:
• Coast Hw. (EW)
Provide 3rd EB through lane.
Tustin Av. (NS) at:
• Coast Hw. (EW)
Provide 3rd EB through lane.
MacArthur BI. (NS) at:
• Campus Dr. (EW)
Provide 2nd NB left turn lane.
Restri a SB to provide 3.5 through lanes and 1.5 right turn lanes.
Von Karman Av. (NS) at:
• Campus Dr. (EW)
Provide 2nd EB left turn lane.
Jamboree Rd. (NS) at:
• Campus Dr. (EW)
Provide 1st NB right turn lane with overlap phase.
Provide 4th SB through lane.
Provide WB right turn overlap phase for current right turn lane. • Birch St. (EW)
Provide 4th SB through lane.
Campus Dr. (NS) at:
• Bristol St. N (EW)
Provide 5th WB through lane.
Irvine Av. (NS) at:
• Mesa Dr. (EW)
-Funded Improvements
Provide 3rd NB through lane. Provide 3rd SB through lane. Provide 1st EB right turn lane. Provide 2nd WB left turn lane.
Additional Improvements
Construct funded improvements, but EB right turn lane not necessary. • University Dr. (EW)
Provide 3rd NB through lane.
Provide 3rd SB through lane.
Restri a EB to include 1.5 left turn lanes 0.5 through lanes and 1 right turn lane. 5-33
TABLE 5-11 (Page 2 of 2)
GENERAL PLAN BUILDOUT WITH PROJECT SUMMARY
OF IMPROVEMENT NEEDS BEYOND 2005 EXISTING LANES
ADDITIONAL INTERSECTION IMPROVEMENTS
WITH PROJECT
INTERSECTION
MacArthur BI. (NS) at:
• Jamboree Rd. (EW)
Provide 4th EB through lane.
Provide 3rd WB left turn lane.
Jamboree Rd. (NS) at:
• Bristol St. S (EW)
Provide 6th NB through lane.
Provide 4th SB through lane.
MacArthur BI. (NS) at:
• Ford Rd./Bonita Canyon Dr. (EW)
Provide 3rd SB left turn lane.
• San Joaquin Hills Rd. (EW)
Provide 4th NB through lane.
Provide 3rd SB left turn lane.
Provide 3rd EB left turn lane.
SR-73 NB Ramps (NS) at:
• Bonita Canyon Dr. (EW)
Provide 2nd WB left turn lane.
U AUcJobs\_01200\01232\Excel\[01232-32.xIs]T5-11
5-34
TABLE 5-12
BUILDOUT WITH PROJECT SR-73 FREEWAY/TOLL WAY MAINLINE ANALYSIS AM
SEGMENT
I
ADT
NORTHBOUNWLAINES]
SOUTHBOUND
LANES
VOLUMEVOLUME
LOS
405 Fw. to Bear St.
135,000
3 10,718
F
3 3,457
C
-with anticipated regional improvements 2
5 F
4 B
-with additional improvements
6 D
6 A
Bear St. to 55 Fw.
-with anticipated regional improvements 2
159,000
3 12,623
F
3 4,072
C
5 F
5 B
-with additional improvements
8 D
7 A
55 Fw. to Jamboree Rd.
136,000
3 10,797
F
3 3,483
C
-with anticipated regional improvements
5 F
5 B
-with additional improvements
7 D
6 A
Jamboree Rd. to Bonita Canyon Dr.
98,000
3 7,78Q
F
3 2,510
B
-with anticipated regional improvements 2
5 D
5 A
Bonita Canyon Dr. to Newport Coast Dr.
136,000
4 10,797
F
4 3,483
B
-with anticipated regional improvements2
6 E
6 A
-with additional improvements
7 D
6 A
Newport Coast Dr. to Toll Plaza
128,000
3 10,162
F
3 3,278
C
-with anticipated regional improvements
5 F
6 A
-with additional improvements
6 D
6 A
PM
SEGMENT
ADT
NORTHBOUND
SOUTHBOUND
LANES
VOLUME
LOS
LANES
VOLUME
LOS
405 Fw. to Bear St.
-with anticipated regional improvements 2
135,000
3 5,646
E
3 9,137
F
5 C
4 F
-with additional improvements
6 B
6 D
Bear St. to 55 Fw.
159,000
3 6,650
F
3 10,761
F
-with anticipated regional improvements'
5 C
5 F
-with additional improvements
8 B
7 D
55 Fw. to Jamboree Rd.
136,000
3 5,687
E
3 9,205
F
-with anticipated regional improvements 2
5 C
5 E
-with additional improvements
7 B
6 D
Jamboree Rd. to Bonita Canyon Dr.
98,000
3 4,098
C
3 6,633
F
-with anticipated regional improvements 2
5 B
5 C
Bonita Canyon Dr. to Newport Coast Dr.
136,000
4 5,687
C
4 9,205
F
-with anticipated regional improvements'
6 B
6 D
-with additional improvements
7 B
6 D
Newport Coast Dr. to Toll Plaza
128,000
3 5,353
D
3 8,663
F
-with anticipated regional improvements 2
5 C
6 D
-with additional improvements
6 B
6 D
1 = Improvement
2 - Anticipated regional improvements taken from OCTAM
U:\UcJobs\_01200\01232\Excel\[01232-32.xis]T5-12
Because the needed improvements to serve cumulative future traffic volumes on the freeway exceed the planned system improvements, a potentially significant cumulative impact to the freeway system may occur. The ramp volumes for the General Plan With Project scenario are similar to the ramp volumes for the General Plan Without Project scenario, which resulted in the same operational deficiencies. Table 5-13 summarizes the analysis. The deficient ramps are:
• Bristol Street Northbound Off
• Jamboree Road Southbound On
• MacArthur Boulevard Northbound On
• MacArthur Boulevard Southbound Off
• Bonita Canyon Drive Northbound Off
• Newport Coast Drive Northbound Off
• Newport Coast Drive Northbound On
• Newport Coast Drive Southbound Off
TABLE 5-13
GENERAL PLAN BUILDOUT WITH PROJECT SR-73 FREEWAY PEAK HOUR RAMP ANALYSIS RAMP
MOVE
LANES
ON
FWY.
FREEWAY
VOLUME
RAMP
LANES
LENGTH OF
ACCELERATION
DECELERATION
LANE (ft)
PEAK
HOUR
VOLUME
DENSITY
LOS
AM
PM
AM
PM
AM
PM
AM
PM
Bristol St.
NB Off
5 10,718
5,646
1 0
2,280
920
54.7 30.5
1 F
D
-with improvements
NB Off
6 10,718
5,646
2 280
2,280
920
34.8 17.1
D
B
Bristol St.
SB Off
5 3,457
9,137
2 2,725
1,370
690
NOM
NOM
A
A
Jamboree Rd.
NB On
5 7,780
4,098
1 120
480
850
21.0 17.3
C
B
Jamboree Rd.
SB On
5 3,483
9,205
1 1,700
630
1,610
15.1 38.0
B
F
-with improvements
SB On
6 3,483
9,205
1 1 570
630
1,610
12.7 30.6
B
D
MacArthurBl.
NB Off
5 7,780
4,098
2 1,480
930
490
0.8 NOM
A
A
MacArthur BI.
NB On
5 7,780
4,098
1 340
2,570
2,210
--'
--'
F
F
-with improvements
NB On
6 7,780
4,098
2 340
2,570
2,210
32.1 25.2
D
C
MacArthur BI.
SB Off
5 2,510
6,633
1 1,340
2,220
2,310
15.8 28.5
F
F
-with improvements
SB Off
6 2,510
6,633
2 1,340
2,220
2,310
3.2 11.2
A
B
University Dr.
NB On
5 7,780
4,098
1 200
1,310
1,470
22.5 20.2
C
C
University Dr.
SB Off
5 2,510
6,633
1 1,400
800
840
7.2 19.7
A
B
Bison Av.
NB Off
5 7,780
4,098
1 0
520
330
34.5 22.3
D
I C
Bison Av.
NB On
5 7,780
4,098
1 250
280
860
19.0 16.0
B
B
Bison Av.
SB Off
5 2,510
6,633
1 0
1,000
380
20.9 29.7
C
D
Bison Av.
SB On
5 2,510
6,633
1 740
120
440
9.6 21.4
A
C
Bonita Canyon Dr.
NB Off
6 10,797
5,687
1 1,250
980
220
30.1 12.8
D
B
Bonita Canyon Dr.
NB On
5 7,780
4,098
1 2,440
720
420
47.8 22.9
F
C
-with improvements
NB On
5 7,780
4,098
1 1 020
720
1 420
34.4 20.5
D
C
Bonita Canyon Dr.
SB Off
5 2,510
6,633
1 0
410
500
17.6 30.3
B
D
Bonita Canyon Dr.
SB On
5 2,510
6,633
1 400
300
820
10.9 19.7
B
B
Newport Coast Dr.
NB Off
5 10,162
5,353
1 0
560
290
43.0 25.8
F
C
-with improvements
NB Off
6 10,162
5,353
1 240
560
290
34.9 21.3
D
I C
Newport Coast Dr.
NB On
5 10,162
5,353
1 1,250
480
330
53.3 27.4
F
C
-with improvements
NB On
6 10,162
5,353
1 860
480
1 330
34.8 20.5
D
C
Newport Coast Dr.
SB Off
6 3,483
9,205
1 0
680
1,050
20.8 37.1
C
E
-with improvements
SB Off
6 3,483
9,205
1 240
680
1,050
18.7 34.9
B
D
Newport Coast Dr.
JSB On
6 3,483
1 9,205
1, 1
360
460
600
13.0 21.7
B
C
Ramp failure due to ramp volumes over capacity.
1 = Improvement
U:\UcJobs\_01200\01232\Excel\[01232-32. xls]T5-13
5-37
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.0 SPECIAL ISSUES
Several special issues have been evaluated in this Traffic Study. The following sections discuss the special issues that have been addressed. This chapter also provides a summary comparison of the results of intersection analysis.
6.1 Nineteenth Street Bridge
There are two additional crossings of the Santa Ana River south of the 1-405 freeway on the Orange County Master Plan of Arterial Highways (Gisler Avenue / Garfield Avenue and 19th Street / Banning Avenue). Of particular interest in evaluating traffic issues in the City of Newport Beach is the 19th Street bridge.
Without the potential 19th Street bridge over the Santa Ana River, Superior Avenue at Coast Highway experiences deficient operations requiring substantial additional improvements and additional potential intersections at Bluff Road and 15th Street need to be constructed with additional lanes beyond what is necessary with the bridge. The bridge would provide relief to Coast Highway, resulting in the need for at least one fewer additional through lane in each direction. Therefore, it is recommended that Newport Beach continue to be an advocate for the 19th Street bridge.
6.2 SR-55 Freeway Extension
A possible extension of the SR-55 Freeway south from its current terminus to 17th Street has been discussed. While this extension may provide some relief to Newport Boulevard, it is projected to draw additional through traffic to Coast Highway. The potential extension of the SR-55 Freeway would result in additional through traffic on Coast Highway.
6-1
6.3 Banning Ranch
The City Council has identified open space as the preferred use of Banning Ranch, but the analysis contained in this Traffic Study has assumed worst case conditions, including alternate residential and commercial development on the Banning Ranch property. If the open space preservation occurs, roadway segments through the property (Bluff Road and 15th Street) will not be constructed, the relief to Superior Avenue at Coast Highway will not be provided by the new connections, and Superior Avenue at Coast Highway will experience Level of Service "E" conditions. If the Banning Ranch property is acquired for open space, Superior Avenue at Coast Highway is expected to operate at LOS "E" in both the AM and PM peak hours without improvements. Previous analysis has indicated that necessary improvements to achieve acceptable LOS are expected to include one northbound right turn lane, a fourth eastbound through lane, and a fifth westbound through. These improvements exceed the existing / planned roadway cross-section substantially. Therefore, a roadway crossing the Banning Ranch open space would still be required.
With development on Banning Ranch, Bluff Road at Coast Highway would experience unacceptable levels of service unless the 15th Street extension is constructed. Without this improvement, an additional westbound through lane would be required on Coast Highway to provide LOS "D" conditions at the intersection of Bluff Road at Coast Highway. Based on this analysis it is recommended that two new roadways provide access to Coast Highway through the Banning Ranch property, should the alternate land use be constructed.
6.4 Coast Highway through Mariners Mile
The widening of Coast Highway through Mariners Mile is recommended, as it would alleviate congestion (which is caused by high volumes of traffic in the peak direction along this segment of Coast Highway) through this key stretch of 6-2
roadway, and the City has already begun reserving right-of-way for this improvement. To implement this widening, it is recommended that the City pursue obtaining control of Coast Highway from the California Department of Transportation (Caltrans), so that the widening may be constructed to City of Newport Beach standards.
6.5 Individual Intersection Summaries
Individual intersections requiring improvements in any scenario are documented below.
Bluff Road (NS) at Coast Highway (EW)
Bluff Road is a new roadway facility that will connect from 17th Street through the Banning Ranch property to Coast Highway. An alternate alignment may be acceptable at the discretion of City staff. In order to provide LOS "D" operations in the Without or With Project scenario, it is recommended that two southbound left -turn lanes and two southbound right -turn lanes (with overlap phase) be constructed at Coast Highway. In addition, two eastbound left -turn lanes and one westbound right -turn lane should be provided.
15t" Street (NS) at Coast Highway (EW)
15th Street is projected to extend west (from its current terminus) through the Banning Ranch site to Coast Highway. An alternate alignment may be acceptable at the discretion of City staff. It is recommended that two southbound left -turn lanes and two southbound right -turn lanes with overlap phase (i.e. right turn arrow) be provided at Coast Highway. In addition, two eastbound left -turn lanes and one westbound right -turn lane should be provided. With this intersection configuration, the intersection is projected to operate at acceptable LOS during both the AM and PM peak hours in the Without or With Project scenarios.
6-3
Newport Boulevard (NS) at Hospital Road (EW)
Under Without Project conditions, this intersection is expected to operate at LOS "C" during the AM peak hour and at LOS "E" during the PM peak hour. For With Project conditions, the intersection is projected to operate at LOS "D" during the AM peak hour and LOS "E" during the PM peak hour. In order to improve operating conditions, it is recommended that a second northbound left -turn lane be provided. With this improvement in place, the intersection is projected to operate at LOS "C" or "D" during all peak hours. The City of Newport Beach previous Circulation Element recommended that this left -turn lane be added.
The previous Circulation Element projected the improved intersection to operate at LOS "D" during the AM peak hour and at LOS "E" during the PM peak hour.
Newport Boulevard (NS) at 32nd Street EW)
Newport Boulevard at 32nd Street is projected to operate at acceptable Levels of Service for Without Project conditions. For With Project conditions, the PM peak hour is projected to experience LOS "E" operations. Acceptable LOS can be achieved by restriping the eastbound approach to have two left turn lanes and one shared through -right lane; the westbound approach to have one left turn lane, one through lane, and one free right turn lane; signal modification would also be necessary. The previous Circulation Element projected acceptable LOS at this location.
Riverside Avenue (NS) at Coast Highway (EW)
Under Without Project and With Project conditions, this intersection is expected to operate at LOS "E" during both the AM and PM peak hours. In order to improve operating conditions, it is recommended that a third eastbound through travel lane be provided (consistent with the planned widening of Coast Highway through Mariners Mile). To accomplish this, the westbound right -turn lane can be
eliminated. With these improvements in place, the intersection is projected to operate at LOS "B" during the AM peak hour and at LOS "E" during the PM peak hour for Without Project or With Project conditions.
The City of Newport Beach previous Circulation Element recommended that an optional southbound left -turn lane, a separate southbound right -turn lane, and one eastbound left -turn lane be added. These improvements are not consistent with the current recommendations. The previous Circulation Element projected the improved intersection to operate at LOS "B" during the AM peak hour and at LOS "C" during the PM peak hour. Adding a second eastbound left turn lane would provide LOS "D" or better operations, but would impact/eliminate the existing improvements that have been built to serve pedestrians and bicyclists.
Tustin Avenue (NS) at Coast Highway (EW)
With the existing configuration for the Without Project scenario, Tustin Avenue at Coast Highway is expected to operate at LOS "E" conditions in the AM peak hour and LOS "C" in the PM peak hour. For the With Project scenario, it is projected to experience LOS "E" in the AM peak hour and LOS "D" in the PM peak hour.
To improve operations to LOS "D" or better in all peak hours, an additional eastbound through lane on Coast Highway is recommended, consistent with the planned widening of Coast Highway through Mariners Mile.
MacArthur Boulevard (NS) at Campus Drive (EW)
Under Without Project conditions, this intersection is expected to operate at LOS "C" during the AM peak hour and at LOS "F" during the PM peak hour (without improvements). For the With Project scenario, it is expected to operate at LOS "D" during the AM peak hour and LOS "F" during the PM peak hour. In order to improve operating conditions, it is recommended that a second northbound left turn lane be provided and the southbound approach be restriped to provide three (3) through travel lanes, one (1) shared through -right lane, and one (1) right turn 6-5
lane. With these improvements in place, the intersection is projected to operate at LOS "C" during the AM peak hour and at LOS "D" during the PM peak hour for Without Project and With Project conditions. The City of Newport Beach previous Circulation Element recommended that a southbound left -turn lane, a westbound left -turn lane, a northbound right -turn lane, and a separate eastbound right -turn lane be added. These improvements are not consistent with the current recommendations. The previous Circulation Element projected the improved intersection to operate at LOS "B" during the AM peak hour and at LOS "F" during the PM peak hour.
Von Karman Avenue (NS) at Campus Drive (EW)
Under Without Project conditions, this intersection is expected to operate at LOS "B" during the AM peak hour and at LOS "E" during the PM peak hour. For With Project conditions, it is projected to operate at LOS "C" during the AM peak hour and LOS °E" during the PM peak hour. In order to provide acceptable operating conditions, it is recommended that a second eastbound left turn lane be provided. To implement this improvement, both the eastbound right turn lane and northbound free right turn lane can be eliminated. With these improvements in place, the intersection is projected to operate at LOS "A" during the AM peak hour for Without Project conditions and LOS "B" for With Project conditions, and at LOS "D" during the PM peak hour for either case. The City of Newport Beach previous Circulation Element provided no recommendations for improving this intersection. The previous Circulation Element projected the intersection to operate at LOS "C" during the AM peak hour and at LOS "E" during the PM peak hour.
Jamboree Road (NS) at Campus Drive (EW)
Under Without Project or With Project conditions, this intersection is expected to operate at LOS "E" during the AM peak hour and at LOS "F" during the PM peak hour (without improvements). In order to improve operating conditions, it is
recommended that a northbound right turn lane (with overlap phase), a fourth southbound through travel lane, and a right -turn overlap phase for the current westbound right turn lane be provided. To implement these improvements, the eastbound free right -turn lane can be eliminated. With these improvements in place, the intersection is projected to operate at LOS "D" during the AM and LOS "E" during the PM peak hours. These same improvements provide acceptable operations (LOS "D") for With Project conditions. To achieve LOS "D" conditions for the Without Project scenario, a third westbound through lane is also necessary. The City of Newport Beach previous Circulation Element provided no recommendations for improving this intersection. The previous Circulation Element projected the intersection to operate at LOS "F" during both the AM and PM peak hours.
Jamboree Road (NS) at Birch Street (EW)
Jamboree Road at Birch Street is projected to experience LOS "E" conditions in the AM peak hour and LOS "D" conditions in the PM peak hour without improvements. To achieve acceptable operations, an additional (4th) southbound through lane or a second (2nd) northbound left turn lane is necessary at this location. The previous Circulation Element projected intersection operations of LOS "C in both the AM and PM peak hours.
Campus Drive (NS) at Bristol Street North (EW)
Under Without Project conditions, this intersection is expected to operate at LOS "E" in the AM peak hour and LOS "F" in the PM peak hour. For With Project conditions, both peak hours experience LOS "F" conditions. In order to improve operating conditions, it is recommended that a fifth westbound through travel lane be provided. With this improvement in place, the intersection is projected to operate at LOS "E" during both the AM and PM peak hours. The City of Newport Beach previous Circulation Element recommended that one westbound left turn 6-7
lane be added. This improvement is not consistent with the current recommendation. The previous Circulation Element projected the improved intersection to operate at LOS "D" during the AM peak hour and at LOS "F" during the PM peak hour. Any additional improvements would impact the existing building on the northwest corner of the intersection and would also require widening of the bridge over the freeway to achieve an acceptable (LOS "D") level of service.
Birch Street (NS) at Bristol Street North (EW)
The intersection of Birch Street at Bristol Street North is projected to experience LOS "E" conditions in the AM peak hour and LOS "C" conditions in the PM peak hour without improvements for the Without Project scenario. For the With Project scenario, the intersection experiences acceptable operations. To achieve acceptable operations, it is recommended that the westbound approach be restriped to provide one left turn lane, two through lanes, a shared through -right lane and a right turn lane. These improvements are not necessary for the With Project condition. In the previous Circulation Element, Birch Street at Bristol Street North was projected to experience LOS "B" conditions for the AM peak hour and LOS "E" conditions for the PM peak hour.
Campus Drive (NS) at Bristol Street South (EW)
The intersection of Campus Drive at Bristol Street South is projected to experience LOS "E" conditions in the AM peak hour and LOS "C" conditions in the PM peak hour for Without Project conditions. For With Project conditions, it experiences acceptable Levels of Service. To achieve acceptable levels of service for the Without Project scenario, it would be necessary to restripe the eastbound approach to include two left turn lanes, two through lanes, a shared through -right lane, and a right turn lane. These improvements are not necessary for the With Project condition.
Irvine Avenue (NS) at Mesa Drive (EW)
Under Without Project or With Project conditions, this intersection is expected to operate at LOS "E" during the AM peak hour and at LOS "F" during the PM peak hour without improvements. Funded improvements include a third northbound through travel lane, a third southbound through travel lane, an eastbound right turn lane and a second westbound left -turn lane. It is projected that acceptable operations can be achieved without westbound or eastbound right turn lanes.
Because of the available westbound left turn lanes, it is expected that drivers desiring to travel southwest on Irvine Avenue will turn left, rather than proceeding through the intersection and turning left at the next available route. The funded improvements will achieve an acceptable level of service with such a shift in future traffic volumes.
The City of Newport Beach previous Circulation Element recommended that a separate southbound right turn lane, a northbound right turn lane, a westbound left turn lane, and an eastbound through travel lane be added. These improvements are not consistent with the current recommendation. The previous Circulation Element projected the improved intersection to operate at LOS "E" during both the AM and PM peak hours.
Irvine Avenue (NS) at University Drive (EW)
Under Without Project or With Project conditions, this intersection is expected to operate at LOS "F" during both the AM and PM peak hours. In order to improve operating conditions, it is recommended that a third northbound through travel lane and a third southbound through travel lane be provided. In addition, the eastbound approach should be restriped to provide one left turn lane, one shared left -through lane, and one right -turn lane. With these improvements in place, the intersection is projected to operate at acceptable LOS during both peak hours.
The City of Newport Beach previous Circulation Element recommended that an
eastbound through travel lane be added. This improvement is not consistent with the current recommendations. The previous Circulation Element projected the improved intersection to operate at LOS "F" during the AM peak hour and at LOS "E" during the PM peak hour.
Dover Drive (NS) at Coast Highway (EW)
This intersection is expected to operate at LOS "E" during the PM peak hour under Without Project or With Project conditions. In order to improve operating conditions, a fourth westbound through travel lane would need to be provided.
This would require right-of-way that is unavailable.
The City of Newport Beach previous Circulation Element recommended that an eastbound through travel lane and a westbound through travel lane be added.
The previous Circulation Element projected the improved intersection to operate at LOS "D" during the AM peak hour and at LOS "C" during the PM peak hour.
MacArthur Boulevard (NS) at Jamboree Road (EW)
Under Without Project conditions, this intersection is expected to operate at LOS "E" during the AM and PM peak hours. For the With Project conditions, the intersection experiences LOS "E" in the AM peak hour and LOS "F" in the PM peak hour. In order to improve operating conditions for Without Project, a third westbound left -turn lane should be provided. With this improvement in place, the intersection is projected to operate at LOS "D" during both the AM and PM peak hours. It should be noted that a triple left turn works best when four receiving lanes are available. A triple left turn lane into three receiving lanes may not operate as efficiently. For With Project conditions, a fourth eastbound through lane is necessary, in addition to the third westbound left turn lane, to achieve acceptable LOS. The City of Newport Beach previous Circulation Element provided no recommendations for improving this intersection. The previous Circulation Element projected the intersection to operate at LOS "F" during both the AM and PM peak hours.
6-10
Jamboree Road (NS) at Bristol Street South (EW)
Under Without Project or With Project conditions, this intersection is expected to operate at LOS "E" during the AM peak hour and at LOS "D" during the PM peak hour. In order to improve operating conditions, it is recommended that a sixth northbound through travel lane and a fourth southbound through travel lane be provided. The City is currently evaluating the feasibility of these improvements.
A conceptual striping plan is shown on Exhibit 6-A. With these improvements in place, the intersection is projected to operate at LOS "E" during the AM peak hour and LOS "D" during the PM peak hour for Without Project conditions.
These improvements achieve LOS "D" for With Project conditions. Without the project, an additional eastbound left turn lane is also required to achieve LOS "D" in the AM peak hour. The City of Newport Beach previous Circulation Element recommended that an eastbound through travel lane and a northbound ramp onto SR-73 freeway be added. These improvements are not consistent with the current recommendations. The previous Circulation Element projected the improved intersection to operate at LOS "C" during the AM peak hour and at LOS "D" during the PM peak hour.
MacArthur Boulevard (NS) at Ford Road/Bonita Canyon Drive (EW) Under Without Project and With Project conditions, this intersection is expected to operate at LOS "C" during the AM peak hour and at LOS "E" during the PM peak hour. In order to improve operating conditions, it is recommended that a third southbound left turn lane be provided. The northbound free right turn lane can be converted to a right turn lane to accommodate this improvement. With this improvement in place, the intersection is projected to operate at LOS "C" in the AM peak hour and LOS "D" during the PM peak hour. The City of Newport Beach previous Circulation Element provided no recommendations for improving this intersection. The previous Circulation Element projected the intersection to operate at LOS "D" during both the AM and PM peak hours.
Dili
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6-12
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MacArthur Boulevard (NS) at San Joaauin Hills Road (EW
Under Without Project or With Project conditions, this intersection is expected to operate at LOS "C" during the AM peak hour and at LOS "F" during the PM peak hour. In order to improve operating conditions, it is recommended that a third southbound left turn lane and a third eastbound left turn lane be provided. With these improvements in place, the intersection is projected to operate at LOS "B" during the AM peak hour and at LOS "D" during the PM peak hour for Without Project conditions. For With Project conditions, a fourth northbound through lane is required to achieve acceptable LOS. The City of Newport Beach previous Circulation Element provided no recommendations for improving this intersection.
The previous Circulation Element projected the intersection to operate at LOS "B" during the AM peak hour and at LOS "D" during the PM peak hour.
SR-73 NB Ramps (NS) at Bonita Canyon Drive (EW)
For Without Project or With Project conditions, LOS "F" is projected to occur in the AM peak hour and LOS "C" in the PM peak hour for the SR-73 northbound ramps at Bonita Canyon Drive. An additional (2nd) westbound left turn lane is necessary to provide acceptable (LOS "D") operations.
Goldenrod Avenue (NS) at Coast Highway (EW)
Under Without Project or With Project conditions, this intersection is expected to operate at LOS "E" during the AM peak hour and at LOS "B" during the PM peak hour. While additional through lanes on Coast Highway would provide acceptable operations, no improvements are recommended at this location. The widening of Coast Highway is inconsistent with the community character of Corona Del Mar. The City of Newport Beach previous Circulation Element provided no recommendations for improving this intersection. The previous Circulation Element projected the intersection to operate at LOS "D" during both the AM and PM peak hours, most likely because the SR-73 was assumed to be untolled at City buildout.
6-15
Marguerite Avenue (NS) at Coast Highway (EW)
Under Without Project or With Project conditions, this intersection is expected to operate at LOS "E" during both the AM and PM peak hours. While additional through lanes on Coast Highway would provide acceptable operations, no improvements are recommended at this location. The widening of Coast Highway is inconsistent with the community character of Corona Del Mar. The City of Newport Beach previous Circulation Element provided no recommendations for improving this intersection. The previous Circulation Element projected the intersection to operate at LOS "D" during the AM peak hour and at LOS "B" during the PM peak hour, most likely because the SR-73 was assumed to be untolled at City buildout.
6.6 MacArthur Boulevard at Jamboree Road
As shown in Table 5-10, grade separation for the intersection of MacArthur Boulevard at Jamboree Road is one improvement that was considered to maintain LOS "D" at this location. During the Visioning Process, citizens indicated a desire to not incorporate additional grade separated intersections in the roadway system. Acceptable operations can be achieved with at -grade improvements (a 4th eastbound through lane and a 3rd westbound left turn lane), and those improvements are recommended.
6-16
URBAN
41 Corporate Park, Suite 300
Irvine, CA 92606
Prepared by:
Carleton Waters, P.E.
Marlie Whiteman, P.E.
Archie Tan, E.I.T.
Prepared for:
Mr. Elwood Tescher
EIP ASSOCIATES
12301 Wilshire Boulevard, Suite 430
Los Angeles, CA 90025
APPENDICESCITY OF NEWPORT BEACH
GENERAL PLAN TRANSPORTATION STUD
NEWPORT BEACH, CALIFORNIA
(PART .
March 22, 2006
JN:01232-32
CW:MW:mt
APPENDIX A
2002 LAND USE
Study Area Land Use By NBTM Taz
Analysis Year:
2002
Reference Number: 01232
Runld.
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler. Archie Tan
NBTNI TAZ
Land Use Code_
...
Units
Bescription
-
Quantity
1373
10 TSF
General Commercial
22.554
1373
23 TSF
General Office
57.946
1373
26 TSF
Industrial
13.094
1374
10 TSF
General Commercial
22.392
1374
23 TSF
General Office
57.530
1374
26 TSF
Industrial
13.000
1375
10 TSF
General Commercial
42.606
1375
23 TSF
General Office
83.773
1375
26 TSF
Industrial
18.931
1376
10 TSF
General Commercial
35.779
1376
23 TSF
General Office
91.924
1376
26 TSF
Industrial
20.772
1377
10 TSF
General Commercial
49.461
1377
23 TSF
General Office
127.076
1377
26 TSF
Industrial
28.716
1378
10 TSF
General Commercial
56.627
1378
23 TSF
General Office
145.489
1378
26 TSF
Industrial
32.876
1379
23 TSF
General Office
465.200
1380
23 TSF
General Office
152.776
1381
23 TSF
General Office
213.637
1382
23 TSF
General Office
309.687
1383
10 TSF
General Commercial
15.011
1383
23 TSF
General Office
202.585
1384
10 TSF
General Commercial
7.870
1384
23 TSF
General Office
64.558
1385
7 ROOM
Hotel
349.000
1386
23 TSF
General Office
203.800
1387
23 TSF
General Office
177.534
1388
10 TSF
General Commercial
90.800
1389
10 TSF
General Commercial
60.550
1389
23 TSF
General Office
193.450
1390
23 TSF
General Office
132.200
1391
23 TSF
General Office
72.500
1392
10 TSF
General Commercial
17.780
1392
23 TSF
General Office
124.000
1393
10 TSF
General Commercial
74.900
Wednesday, November 23, 2005
Q 3
Analysis Year:
2002
Reference Number: 01232
Runld.
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
N_BTM TAZ
Land Use_C_oda
Units
BascriPUM
Quantity
1395
7 ROOM
Hotel
154.000
1395
10 TSF
General Commercial
30.190
1396
23 TSF
General Office
629.800
1397
23 TSF
General Office
104.000
1398
23 TSF
General Office
40.000
1399
23 TSF
General Office
161.100
1400
23 TSF
General Office
48.500
1401
24 TSF
Medical/Govt.Office
86.096
1402
23 TSF
General Office
45.794
1403
7 ROOM
Hotel
471,000
1403
10 TSF
General Commercial
19.700
1403
10 TSF
General Commercial
7.100
1403
23 TSF
General Office
393.050
1404
23 TSF
General Office
434.953
1405•
10 TSF
General Commercial
128.610
1405
23 TSF
General Office
695.157
1406
26 TSF
Industrial
381.370
1407
3 DU
Apartment
6.000
1407
10 TSF
General Commercial
31.720
1407
15 TSF
Fast Food Restaurant
1.560
1407
23 TSF
General Office
124.990
1408
1 DU
Res -Low (SFD)
144.000
1409
7 ROOM
Hotel
256.000
1409
10 TSF
General Commercial
32.860
1409
13 TSF
Restaurant
8.000
1409
23 TSF
General Office
644.060
1409
38 ACRE
Park
1.990
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)
58.000
1413
2 DU
Res -Medium (SFA)
33.000
1413
18 TSF
Health Club
15.770
1413
23 TSF.
General Office
138.910
1415
1 DU
Res -Low (SFD)
153.000
1415
36 TSF
Church
4.240
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
Wednesday, November 23, 2005 AY Page 2 of 14
Analysis Year:
2002
Reference Number: 01232
Runld:
Tryl0
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
Land Use Code
Units
Beseriptison
QeantnY
NBTM TAZ
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
120.400
1421
13 TSF
Restaurant
4.400
1421
15 TSF
Fast Food Restaurant
3.000
1421
23 TSF
General Office
96.000
1421
24 TSF
Medical/Govt.Offiice
44.000
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
94.900
1425
36 TSF
Church
24.100
1426
1 DU
Res -Low (SFD)
119.000
1426
36 TSF
Church
10.150
1427
1 DU
Res -Low (SFD)
315.000
1427
2 DU
Res'Medium (SFA)
223.000
1427
10 TSF
General Commercial
4.200
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/Govt.Offce
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
7.500
1427
38 ACRE
Park
0.400
1428
1 DU
Res -Low (SFD)
252.000
1428
3 DU
Apartment
152.000
1428
7 ROOM
Hotel
124.000
1428
10 TSF
General Commercial
228.560
1428
10 TSF
General Commercial
14.110
1428
19 CRT
Tennis Club
1.000
1428
20 SLIP
Marina
130.000
Wednesday, November 23, 2005
5
Analysis Year:
2002
Reference Number. 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
Units
Description
Quantity
NBTM TAZ
Land Use Code
1428
23 TSF
General Office
14.790
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
7 ROOM
Hotel
53.000
1430
10 TSF
General Commercial
25.170
1430
10 TSF
General Commercial
199.000
1430
23 TSF
General Office
144.200
1430
33 TSF
Post Office
9.900
1431
3 DU
Apartment
36.000
1431
10 TSF
General Commercial
2.250
1431
10 TSF
General Commercial
147.660
1431
23 TSF
General Office
77.650
1432
1 DU
Res -Low (SFD)
280.000
1432
2 DU
Res -Medium (SFA)
104.000
1432
3 DU
Apartment
8.000
1432
7 ROOM
Hotel
23.000
1432
10 TSF
General Commercial
48.700
1432
23 TSF
General Office
90.340
1432
24 TSF
Medical/Govt.Office
7.400
1432
26 TSF
Industrial
0.300
1433
1 DU
Res -Low (SFD}
98.000
1433
3 DU
Apartment
125.000
1433
23 TSF
General Office
67.160
1433
24 TSF
Medical/Govt.Office
22.120
1433
26 TSF
Industrial
130.590
1433
35 BEDS
Nursing/Conv. Home
270.000
1434
34 BED
Hospital
197.000
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
1 DU
Res -Low (SFD)
5.000
Wednesday, November 23, 2005
A I_
Analysis Year:
2002
Reference Number: 01232
Runld:
Tryl0
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
RBTM TAZ
Land Use Code
Urns
Desorlpmn
4UM"
1436
3 DU
Apartment
1,062.000
1436
3 DU
Apartment
148.000
1436
10 TSF
General Commercial
3.500
1436
24 TSF
Medical/Govt.Office
18.000
1436
26 TSF
Industrial
39.600
1436
35 BEDS
Nursing/Conv. Home
169.000
1436
38 ACRE
Park
0.170
1437
26 TSF
Industrial
1.500
1438
1 DU
Res -Low (SFD)
2.000
1438
23 TSF
General Office
39.900
1438
26 TSF
Industrial
4.830
1438
29 STU
Elementary/Private School
622.000
1439
1 DU
Res -Low (SFD)
3.000
1439
3 DU
Apartment
464.000
1439
10 TSF
General Commercial
50.910
1439
23 TSF
General Office
37.410
1439
24 TSF
Medical/Govt.Office
61.630
1439
26 TSF
Industrial
503.510
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
3 DU
Apartment
282.000
1441
6 ROOM
Motel
90.000
1441
10 TSF
General Commercial
35.350
1442
1 DU
Res -Low (SFD}
43.000
1442
2 DU
Res -Medium (SFA)
207.000
1442
38 ACRE
Park
6.790
1443
1 DU
Res -Low (SFD)
150.000
1443
2 DU
Res -Medium (SFA)
291.000
1443
3 DU
Apartment
54.000
1443
38 ACRE
Park
6.500
1444
1 DU
Res -Low (SFD)
101.000
1444
2 DU
Res -Medium (SFA)
420.000
1445
1 DU
Res -Low (SFD)
148.000
1445
2 DU
Res -Medium (SFA}
429.000
1446
1 DU
Res -Low (SFD)
188.000
1446
2 DU
Res -Medium (SFA)
96.000
1446
38 ACRE
Park
2.690
1447
1 DU
Res -Low (SFD)
134.000
1447
2 DU
Res -Medium (SFA)
149.000
Wednesday, November 23, 2005 - - 14'? Page 5 of 14
Analysis Year:
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
NBTM TAZ Land Use Code Units
1448
1 DU
1448
2 DU
1448
10 TSF
1448
13 TSF
1448
23 TSF
1448
24 TSF
1449
1 DU
1449
2 DU
1449
10 TSF
1449
23 TSF
1450
1 DU
1450
2 DU
1450
3 DU
1450
6 ROOM
1450
10 TSF
1450
23 TSF
1450
26 TSF
1451
1 DU
1451
2 DU
1451
3 DU
1451
6 ROOM
1451
7 ROOM
1451
10 TSF
1451
23 TSF
1452
2 DU
1452
10 TSF
1452
23 TSF
1452
37 TSF
1453
10 TSF
1453
21 SEAT
1453
23 TSF
1453
24 TSF
1453
36 TSF
1454
1 DU
1454
2 DU
1454
10 TSF
1454
11 ACRE
1454
23 TSF
1454
26 TSF
1454
37 TSF
Res -Low (SFD)
Res -Medium (SFA)
General Commercial
Restaurant
General Office
Medical/Govt. Office
Res -Low (SFD)
Res -Medium (SFA)
General Commercial
General Office
Res -Low (SFD)
Res -Medium (SFA)
Apartment
Motel
General Commercial
General Office
Industrial
Res -Low (SFD)
Res -Medium (SFA)
Apartment
Motel
Hotel
General Commercial
General Office
Res -Medium (SFA}
General Commercial
General Office
Youth Ctr/Service
General Commercial
Theater
General Office
Medical/Govt. Office
Church
Res -Low (SFD)
Res -Medium (SFA)
General Commercial
Comm./Recreation
General Office
Industrial
Youth Ctr/Service
DeseliptDln
Quantity
87.000
68.000
23.800
4.950
9.750
0.790
9.000
78.000
71.440
20.020
2.000
55.000
3.000
16.000
66.640
35.750
11.100
22.000
106.000
5.000
3.000
22.000
74.270
3.550
12.000
129.280
90.220
6.000
105.120
685.000
64.680
78.192
15.710
41.000
19.000
196.270
0.850
91.320
47.850
4.650
Wednesday, November 23, 2005 $ Page 6 of 14
Analysis Year:
2002
Reference Number: 01232
Runld:
Tryl0
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler.- Archie Tan
NBTM TAZ
Land Use Code
Units
DescmPtlon
Quantity
1455
1 DU
Res -Low (SFD)
3.000
1455
2 DU
Res -Medium (SFA)
164.000
1455
5 DU
Mobile Home
251.000
1455
13 TSF
Restaurant
9.200
1455
23 TSF
General Office
1.000
1455
26 TSF
Industrial
38.000
1456
1 DU
Res -Low (SFD)
807.000
1456
2 DU
Res -Medium (SFA)
101.000
1456
3 DU
Apartment
26.000
1457
1 DU
Res -Low (SFD)
218.000
1457
2 DU
Res -Medium (SFA)
468.000
1457
3 DU
Apartment
85.000
1457
5 DU
Mobile Home
58.000
1457
6 ROOM
Motel
21.000
1457
10 TSF
General Commercial
9.550
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)
567.000
1458
2 DU
Res -Medium (SFA)
552.000
1458
3 DU
Apartment
109.000
1458
10 TSF
General Commercial
17.370
1458
20 SLIP
Marina
14.000
1458
23 TSF
General Office
12.000
1458
32 TSF
Library
4.800
1458
36 TSF
Church
2.000
1459
1 DU
Res -Low (SFD)
10.000
1459
2 DU
Res -Medium (SFA)
62.000
1459
3 DU
Apartment
69.000
1459
7 ROOM
Hotel
34.000
1459
10 TSF
General Commercial
185.490
1459
10 TSF
General Commercial
0.500
1459
11 ACRE
Comm./Recreation
4.250
1459
21 SEAT
Theater
440.000
1459
23 TSF
General Office
10.920
1459
33 TSF
Post Office
1.700
Wednesday, November 23, 2005 A p Page 7 of 14
Analysis Year:
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
-----
NBTM TAZ
-- -- -
Land Use Code
-
Units
- - --- - -- --- .. , ... .
DescMption
------ - -
Quantity
1459
37 TSF
Youth Ctr/Service
4.970
1460
1 DU
Res -Low (SFD)
674.000
1460
2 DU
Res -Medium (SFA)
48.000
1460
3 DU
Apartment
87.000
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
67.550
1463
13 TSF
Restaurant
21.550
1463
16 TSF
Auto Dealer/Sales
34.900
1464
1 DU
Res -Low (SFD)
995.000
1464
2 DU
Res -Medium (SFA)
1.201.000
1464
6 ROOM
Motel
4.000
1464
10 TSF
General Commercial
65.620
1464
13 TSF
Restaurant
16.550
1464
15 TSF
Fast Food Restaurant
5.430
1464
23 TSF
General Office
16.370
1464
24 TSF
Medical/Govt.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
291.000
1465
20 SLIP
Marina
218.000
1466
2 DU
Res -Medium (SFA)
149.000
1466
7 ROOM
Hotel
410.000
1466
19 CRT
Tennis Club
16.000
1466
22 ACRE
Newport Dunes
64.000
1466
37 TSF
Youth Ctr/Service
2.690
1466
40 ACRE
Golf Course
9.000
1467
3 DU
Apartment
1,185.000
Wednesday, November 23, 2005 �' O Page 8 of 14
Analysis Year:
2002
Reference Number: 01232
Runld:
Tryl0
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
ETM TAZ
------
land Use Code
------------------------
Units
Description
Quantity
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
29.700
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
72.100
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
155.000
1473
3 DU
Apartment
90.000
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
46.900
1474
13 TSF
Restaurant
6.400
1474
38 ACRE
Park
14.000
1475
25 TSF
R & D
81.730
1475
27 TSF
Mini-Storage/Warehouse
196.420
1475
29 STU
Elementary/Private School
33.940
1475
33 TSF
Post Office
35.200
1475
36 TSF
Church
60.280
1476
2 DU
Res -Medium (SFA)
216.000
1477
1 DU
Res -Low (SFD)
339.000
1478
2 DU
Res -Medium (SFA)
50.000
1479
1 DU
Res -Low (SFD)
101.000
1479
2 DU
Res -Medium (SFA)
54.000
1480
2 DU
Res -Medium (SFA)
144.000
1480
3 DU
Apartment
80.000
1481
1 DU
Res -Low (SFD)
101.000
1481
2 DU
Res -Medium (SFA)
182.000
1481
10 TSF
General Commercial
1.830
1481
38 ACRE
Park
2.040
1482
1 DU
Res -Low (SFD)
142.000
Wednesday, November 23, 2005
All
Analysis Year:
2002
Reference Number: 01232
Runld:
Tryl0
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler Archie Tan
NBTM TAZ
Land Use Code
Urits
Description
Quantity
1482
2 DU
Res -Medium (SFA)
43.000
1482
3 DU
Apartment
73.000
1482
40 ACRE
Golf Course
181.200
1483
1 DU
Res -Low (SFD)
21.000
1484
7 ROOM
Hotel
325.000
1484
10 TSF
General Commercial
21.700
.1484
23 TSF
General Office
950.000
1485
9 TSF
Regional Commercial
1,331.000
1485
21 SEAT
Theater
1,700.000
1486
3 DU
Apartment
245.000
1486
10 TSF
General Commercial
27.300
1486
10 TSF
General Commercial
116.970
1486
23 TSF
General Office
846.290
1486
31 TSF
CulturallLeaming Center
35.000
1487
2 DU
Res -Medium (SFA)
69.000
1487
7 ROOM
Hotel
600.000
1487
10 TSF
General Commercial
7.500
1487
19 CRT
Tennis Club
22.000
1487
23 TSF
General Office
11.630
1487
40 ACRE
Golf Course
99.440
1488
2 DU
Res -Medium (SFA)
122.000
1489
2 DU
Res -Medium (SFA)
228.000
1489
10 TSF
General Commercial
4.800
1490
23 TSF
General Office
115.800
1491
23 TSF
General Office
408.000
1491
24 TSF
Medical/Govt.Office
35.1.950
1492
10 TSF
General Commercial
16.970
1492
10 TSF
General Commercial
16.130
1492
21 SEAT
Theater
2,074.000
1492
23 TSF
General Office
438.260
1493
23 TSF
General Office
484.300
1494
10 TSF
General Commercial
104.540
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
2.830
1495
17 TSF
Yacht Club
43.540
1495
20 SLIP
Marina
283.000
1495
23 TSF
General Office
186.530
1495
38 ACRE
Park
6.530
Wednesday, November 23, 2005 A /2, Page 10 of 14
Analysis Year:
2002
Reference Number: 01232
Runld.-
Try10
Build Date: 10/1312005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler. Archie Tan
NBTM TA_Z_
Land Use Code
Units
Description
Quantity
1496
1 DU
Res -Low (SFD)
73.000
1496
2 DU
Res -Medium (SFA)
208.000
1496
3 DU
Apartment
78.000
1496
29 STU
Elementary/Private School
11.630
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}
278.000
1498
3 DU
Apartment
48.000
1498
10 TSF
General Commercial
55.680
1498
23 TSF
General Office
7.290
1498
38 ACRE
Park
3.590
1499
1 DU
Res -Low (SFD)
198.000
1500
1 DU
Res -Low (SFD)
178.000
1500
38 ACRE
Park
1.030
1501
1 DU
Res -Low (SFD)
747.000
1501
3 DU
Apartment
7.000
1501
10 TSF
General Commercial
87.890
1501
21 SEAT
Theater
500.000
1501
23 TSF
General Office
22.750
1501
38 ACRE
Park
2.500
1502
1 DU
Res -Low (SFD)
156.000
1502
3 DU
Apartment
1.000
1502
10 TSF
General Commercial
86.570
1502
23 TSF
General Office
20.910
1503
1 DU
Res -Low (SFD)
45.000
1503
10 TSF
General Commercial
0.645
1503
10 TSF-
General Commercial
46.430
1503
23 TSF
General Office
3.027
1504
1 DU
Res -Low (SFD)
487.000
1504
10 TSF
General Commercial
1.075
1504
10 TSF
General Commercial
77.382
1504
23 TSF
General Office
5.044
1504
36 TSF
Church
12.340
1505
1 DU
Res -Low (SFD)
775.000
1505
10 TSF
General Commercial
51.170
1505
23 TSF
General Office
25.900
1505
32 TSF
Library
3.800
1505
33 TSF
Post Office
5.000
1506
1 DU
Res -Low (SFD)
255.000
Wednesday, November 23, 2005
A !3
Analysis Year:
2002
Reference Number: 01232
Runld.•
Tryl0
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
NBTM TAZ
Land Use Code
Units
- - - DesOptlon
Quantity
1506
3 DU
Apartment
14.000
1507
1 DU
Res -Low (SFD}
141.000
1507
38 ACRE
Park
0.780
1508
1 DU
Res -Low (SFD)
193.000
1508
2 DU
Res -Medium (SFA)
137.000
1508
29 STU
Elementary/Private School
762.000
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
57.060
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
88.670
1517
3 DU
Apartment
160.000
1517
10 TSF
General Commercial
68.970
1517
23 TSF
General Office
9.750
1517
28 TSF
Pre-school/Day Care
13.390
1517
29 STU
Elementary/Private School
396.000
1517
30 STU
Junior/High School
780.000
1517
36 TSF
Church
31.830
1518
1 DU
Res -Low (SFD)
439.000
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
14.320
1520
1 DU
Res -Low (SFD)
207.000
1521
1 DU
Res -Low (SFD)
585.000
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
79.400
Wednesday, November 23, 2005 - Al j j Page 12 of 14
Analysis Year.
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
NDTM TAZ
Land Use Code
Units
Description
Quantity
1522
23 TSF
General Office
12.900
1525
3 DU
Apartment
702.000
1526
1 DU
Res -Low (SFD)
179.000
1527
38 ACRE
Park
18.500
1528
28 TSF
Pre-school/Day Care
6.370
1528
36 TSF
Church.
26.010
1529
1 DU
Res -Low (SFD)
100,000
1530
1 DU
Res -Low (SFD)
40.000
1530
38 ACRE
Park
14.390
1532
30 STU
Junior/High School
450.000
1534
1 DU
Res -Low (SFD}
271.000
1534
29 STU
Elementary/Private School
600.000
1535
1 DIJ
Res -Low (SFD)
368.000
1535
2 DU
Res -Medium (SFA)
294.000
1535
3 DU
Apartment
512.000
1537
2 DU
Res -Medium (SFA)
108.000
1538
1 DU
Res -Low (SFD)
130.000
1541
1 DU
Res -Low (SFD)
55.000
1543
7 ROOM
Hotel
410.000
1544
1 DU
Res -Low (SFD)
71.000
1547
1 DU
Res -Low (SFD)
212.000
1548
1 DU
Res -Low (SFD)
104.000
1548
2 DU
Res -Medium (SFA)
278.000
1549
1 DU
Res -Low (SFD)
113.000
1553
2 DU
Res -Medium (SFA)
70.000
1558
3 DU
Apartment
7.000
1559
3 DU
Apartment
7.000
1563
23 TSF
General Office
297.652
1618
1 DU
Res -Low (SFD)
6.000
1671
1 DU
Res -Low (SFD)
138.000
1671
23 TSF
General Office
134.086
1672
1 DU
Res -Low (SFD)
12.000
1673
10 TSF
General Commercial
5.908
1673
23 TSF
General Office
210.159
1674
10 TSF
General Commercial
101.398
1674
23 TSF
General Office
69.662
1675
1 DU
Res -Low (SFD)
156.000
1713
34 BED
Hospital
834.000
1714
2 DU
Res -Medium (SFA)
673.000
1715
10 TSF
General Commercial
6.160
Wednesday, November 23, 2005 A 15 Page 13 of 14
Analysis Year:
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network.
ExVa07
Modeler: Archie Tan
NBTM TAZ
Land Use Code
Units
Description
quantity
1715
24 TSF
Medical/Govt.Office
102.930
1716
24 TSF
Medical/Govt.Office
171.860
1716
35 BEDS
Nursing/Conv. Home
95.000
Wednesday, November 23, 2005 `'/_ Page 14 of 14
Study Area Land Use By OCTAM Taz
Analysis Year:
2002
Runld:
Try10
Land Use:
Try9
Network:
ExVa07
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler: Archie Tan
OCTAM TAZ
Land Use Code
1188011ptbn
2327
3 Apartment
2327
10 General Commercial
2327
15 Fast Food Restaurant
2327
23 General Office
2327
40 Golf Course
2328
1 Res -Low (SFD)
2328
10 General Commercial
2328
23 General Office
2336
7 Hotel
2336
10 General Commercial
2336
23 General Office
2337
10 General Commercial
2337
23 General Office
2337
26 Industrial
2338
10 General Commercial
2338
23 General Office
2338
26 Industrial
2339
23 General Office
2339
24 Medical/Govt.Office
2340
7 Hotel
2340
10 General Commercial
2340
23 General Office
2341
7 Hotel
2341
10 General Commercial
2341
23 General Office
2375
1 Res -Low (SFD)
2375
38 Park
2377
30 Junior/High School
2381
2 Res -Medium (SFA)
2393
1 Res -Low (SFD)
2399
3 Apartment
2399
26 Industrial
2401
1 Res -Low (SFD)
2401
3 Apartment
2401
6 Motel
2401
10 General Commercial
2402
1 Res -Low (SFD)
Units
Quantity
DU
6.000
TSF
33.100
TSF
1.560
TSF
422,642
ACRE
15.690
DU
306.000
TSF
107.306
TSF
413.907
ROOM
349.000
TSF
266.911
TSF
2,311.927
TSF
229.419
TSF
563.738
TSF
127.389
TSF
128.610
TSF
1,130,110
TSF
381.370
TSF
295.394
TSF
86.096
ROOM
154.000
TSF
30.190
TSF
733.800
ROOM
471.000
TSF
26.800
TSF
393.050
DU
40.000
ACRE
14.390
STU
450.000
DU
281.000
DU
198.000
DU
14.000
TSF
1.500
DU
462.000
DU
282.000
ROOM
90.000
TSF
35.350
DU
10.000
Wednesday, November 23, 2005
A'' Page 1 of 8
Analysis Year.
2002 Reference Number 01232
Runld.
Tryl0
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
OCTAM TAZ
Desemption
Units
Quantity
Land Use Code
2402
3 Apartment
DU
1,674.000
2402
10 General Commercial
TSF
54.410
2402
23 General Office
TSF
77.310
2402
24 Medical/Govt.Office
TSF
79.630
2402
26 Industrial
TSF
547.940
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
673.000
2403
3 Apartment
DU
125.000
2403
10 General Commercial
TSF
6.160
2403
23 General Office
TSF
67.160
2403
24 Medical/Govt.Offiice
TSF
296.910
2403
26 Industrial
TSF
130.590
2403
34 Hospital
BED
1,031.000
2403
35 Nursing/Conv. Home
BEDS
365.000
2404
1 Res -Low (SFD}
DU
550.000
2404
2 Res -Medium (SFAj
DU
1,042.000
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
446.000
2405
2 Res -Medium (SFA)
DU
1,080.000
2405
3 Apartment
DU
8.000
2405
5 Mobile Home
DU
251.000
2405
6 Motel
ROOM
19.000
2405
7 Hotel
ROOM
22.000
2405
10 General Commercial
TSF
666.820
2405
11 Comm./Recreation
ACRE
0.850
2405
13 Restaurant
TSF
14.150
2405
21 Theater
SEAT
685.000
2405
23 General Office
TSF
316.290
2405
24 Medical/Govt.Office
TSF
78.982
2405
26 Industrial
TSF
96.950
2405
36 Church
TSF
15.710
2405
37 Youth Ctr/Service
TSF
10.650
2406
1 Res -Low (SFD)
DU
807.000
Wednesday, November 23, 2005
Alt
Analysis Year:
Runld:
Land Use:
Network:
OCTAM TAZ Land Use Code
2406 2
2406 3
2407 1
2407
2407
2407
2407
2407
2407
2407
2407
2407
2407
2407
2407
2408
2408
2408
2408
2408
2408
2408
2408
2408
2408
2408
2408
2409
2409
2409
2409
2409
2409
2409
2409
2410
2410
2410
2410
2410
2 3
7 10
21 23
24 26
29 33
37 38
1 2
10 15
16 23
24 30
35 36
37 38
1 3
7 10
19 20
23 37
1 2
3 5
6 2002
Reference Number: 01232
Tryl0
Build Date: 10/13/2005
Try9
Build Time: 12:00:00 PM
ExVa07
Modeler: Archie Tan
Desel iption
Res -Medium (SFA)
Apartment
Res -Low (SFD)
Res -Medium (SFA)
Apartment
Hotel
General Commercial
Theater
General Office
Medical/Govt. Office
Industrial
Elementary/Private School
Post Office
Youth Ctr/Service
Park
Res -Low (SFD)
Res -Medium (SFA)
General Commercial
Fast Food Restaurant
Auto Dealer/Sales
General Office
Medical/Govt. Office
Junior/High School
Nursing/Conv. Home
Church
Youth Ctr/Service
Park
Res -Low (SFD)
Apartment
Hotel
General Commercial
Tennis Club
Marina
General Office
Youth Ctr/Service
Res -Low (SFD)
Res -Medium (SFA)
Apartment
Mobile Home
Motel
Units
DU
DU
DU
DU
DU
ROOM
TSF
SEAT
TSF
TSF
TSF
STU
TSF
TSF
ACRE
DU
DU
TSF
TSF
TSF
TSF
TSF
STU
BEDS
TSF
TSF
ACRE
DU
DU
ROOM
TSF
CRT
SLIP
TSF
TSF
DU
DU
DU
DU
ROOM
quantity
101.000
26.000
966.000
117.000
67.000
76.000
272.870
90.000
234.540
7.400
0.300
436.000
9.900
0.900
3.030
315.000
223.000
4.200
1.700
11.400
17.600
12.000
2,184.000
68.000
59.700
7.500
0.400
252.000
188.000
124.000
392.580
1.000
130.000
92.440
22.310
1,469.000
1,130.000
350.000
58.000
21.000
Wednesday, November 23, 2005 All Page 3 of 8
Analysis Year:
2002
Runld:
Try10
Land Use:
Try9
Network:
ExVa07
OCTAM TAZ
Land Use Cede
2410
7 Hotel
2410
10 General Commercial
2410
11 Comm./Recreation
2410
15 Fast Food Restaurant
2410
19 Tennis Club
2410
20 Marina
2410
21 Theater
2410
23 General Office
2410
28 Pre-school/Day Care
2410
29 Elementary/Private Sch
2410
32 Library
2410
33 Post Office
2410
36 Church
2410
37 Youth CU/Service
2410
38 Park
2411
1 Res -Low (SFD)
2411
2 Res -Medium (SFA)
2411
3 Apartment
2411
10 General Commercial
2411
13 Restaurant
2411
16 Auto Dealer/Sales
2411
17 Yacht Club
2411
20 Marina
2411
23 General Office
2411
26 Industrial
2411
38 Park
2412
1 Res -Low (SFD)
2412
2 Res -Medium (SFA)
2412
6 Motel
2412
10 General Commercial
2412
13 Restaurant
2412
15 Fast Food Restaurant
2412
23 General Office
2412
24 Medical/Govt.Offiice
2412
33 Post Office
2412
36 Church
2412
38 Park
2413
1 Res -Low (SFD)
2413
2 Res -Medium (SFA)
2413
3 Apartment
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler: Archie Tan
Description Unfts
ool
Quantity
ROOM
34.000
TSF
212.910
ACRE
4.250
TSF
1.250
CRT
2.000
SLIP
72.000
SEAT
440.000
TSF
22.920
TSF
13.440
STU
389.000
TSF
4.800
TSF
1.700
TSF
12.050
TSF
22.370
ACRE
2.030
DU
226.000
DU
271.000
DU
520.000
TSF
72.540
TSF
41.550
TSF
34.900
TSF
8.290
SLIP
352.000
TSF
12.000
TSF
5.040
ACRE
0.780
DU
995.000
DU
1,201.000
ROOM
4.000
TSF
65.620
TSF
16.550
TSF
5.430
TSF
18.370
TSF
2.750
TSF
1.900
TSF
3.000
ACRE
1.620
DU
1,288.000
DU
289.000
DU
85.000
Wednesday, November 23, 2005 At _ ^ Page 4 of 8
Analysis Year:
2002 Reference Number: 01232
Run/d:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
OCTAM TAZ
Land Use Coda
Description
Units
Quantity
2413
10 General Commercial
TSF
137.795
2413
17 Yacht Club
TSF
43.540
2413
20 Marina
SLIP
283.000
2413
21 Theater
SEAT
500.000
2413
23 General Office
TSF
212.307
2413
29 Elementary/Private School
STU
11.630
2413
38 Park
ACRE
9.030
2414
1 Res -Low (SFD)
DU
1,517.000
2414
3 Apartment
DU
14.000
2414
10 General Commercial
TSF
129.627
2414
23 General Office
TSF
30.944
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
775.000
2415
2 Res -Medium (SFA)
DU
214.000
2415
3 Apartment
DU
97.000
2415
10 General Commercial
TSF
142.250
2415
23 General Office
TSF
28.200
2415
38 Park
ACRE
3.590
2416
1 Res -Low (SFD)
DU
413.000
2416
2 Res -Medium (SFA)
DU
383.000
2416
10 General Commercial
TSF
57.060
2416
29 Elementary/Private School
STU
762.000
2416
37 Youth Ctr/Service
TSF
5.850
2417
1 Res -Low (SFD)
DU
389.000
2417
4 Elderly Residential
DU
100.000
2417
18 Health Club
TSF
1.000
2417
37 Youth Ctr/Service
TSF
24.070
2418
1 Res -Low (SFD),
DU
1,515.000
2418
2 Res -Medium (SFA)
DU
60.000
2418
3 Apartment
DU
1,797.000
2418
10 General Commercial
TSF
122.100
2418
13 Restaurant
TSF
4.400
2418
15 Fast Food Restaurant
TSF
3.000
2418
23 General Office
TSF
190.900
2418
24. Medical/Govt.Office
TSF
44.000
2418
29 Elementary/Private School
STU
636.000
2418
32 Library
TSF
5.200
2418
36 Church
TSF
34.250
Wednesday, November 23. 2005
" n ar
Analysis Year:
Runld:
Land Use:
Network:
OCTAM TAZ
Land Use Code
2418
37 2418
38 2419
1 2419
2 2419
18 2419
23 2419
36 2420
1 2420
2 2420
7 2420
10 2420
13 2420
23 2420
38 2421
2 2421
10 2421
19 2421
23 2421
29 2422
2 2422
3 2422
28 2422
29 2422
30 2422
36 2422
37 2422
38 2423
2 2423
5 2423
7 2423
19 2423
20 2423
22 2423
37 2423
40 2424
2 2424
3 2424
7 2424
10 2424
19 2002
Reference Number: 01232
Try10
Build Date: 10/13/2005
Try9
Build Time: 12:00:00 PM
ExVa07
Modeler: Archie Tan
Description
Youth Ctr/Service
Park
Res -Low (SFD)
Res -Medium (SFA)
Health Club
General Office
Church
Res -Low (SFD)
Res -Medium (SFA)
Hotel
General Commercial
Restaurant
General Office
Park
Res -Medium (SFA)
General Commercial
Tennis Club
General Office
Elementary/Private School
Res -Medium (SFA)
Apartment
Pre-school/Day Care
Elementary/Private School
Junior/High School
Church
Youth Ctr/Service
Park
Res -Medium (SFA)
Mobile Home
Hotel
Tennis Club
Marina
Newport Dunes
Youth Ctr/Service
Golf Course
Res -Medium (SFA)
Apartment
Hotel
General Commercial
Tennis Club
Units
Quantity
TSF
18.230
ACRE
4.000
DU
440.000
DU
33.000
TSF
15.770
TSF
138.910
TSF
4.240
DU
144.000
DU
88.000
ROOM
256.000
TSF
32.860
TSF
8.000
TSF
644.060
ACRE
1.990
DU
511.000
TSF
72.100
CRT
19.000
TSF
11.660
STU
320.000
DU
808.000
DU
1,410.000
TSF
6.450
STU
294.000
STU
1,801.000
TSF
29.700
TSF
34.970
ACRE
8.000
DU
149.000
DU
291.000
ROOM
410.000
CRT
16.000
SLIP
218.000
ACRE
64.000
TSF
2.690
ACRE
9.000
DU
419.000
DU
245.000
ROOM
600.000
TSF
156.570
CRT
22.000
Wednesday, November 23, 2005
A20,
Analysis Year:
2002 Reference Number: 01232
Runld:
Try10 Build Date: 10/13/2005
Land Use:
Try9 Build Time: 12:00:00 PM
Network:
ExVa07 Modeler: Archie Tan
OCTAM TAZ
land Use Code
Description
Units
Quantity
2424
23 General Office
TSF
973.720
2424
31 Cultural/Learning Center
TSF
35.000
2424
40 Golf Course
ACRE
99.440
2425
7 Hotel
ROOM
325.000
2425
9 Regional Commercial
TSF
1,331.000
2425
10 General Commercial
TSF
21.700
2425
21 Theater
SEAT
1,700.000
2425
23 General Office
TSF
950.000
2426
10 General Commercial
TSF
137.640
2426
21 Theater
SEAT
2,074.000
2426
23 General Office
TSF
922.560
2426
32 Library
TSF
65.000
2427
23 General Office
TSF
408.000
2427
24 Medical/Govt.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
46.900
2428
13 Restaurant
TSF
6.400
2428
25 R & D
TSF
81.730
2428
27 Mini-Storage/Warehouse
TSF
196.420
2428
29 Elementary/Private School
STU
33.940
2428
33 Post Office
TSF
35.200
2428
36 Church
TSF
60.280
2428
38 Park
ACRE
14.000
2429
3,
Apartment
DU
90:000
2429
16 Auto Dealer/Sales
TSF
155.000
2430
1 Res -Low (SFD)
DU
440.000
2430
2 Res -Medium (SFA)
DU
320.000
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
1.830
2432
38 Park
ACRE
2.040
2432
40 Golf Course
ACRE
181.200
2433
1 Res -Low (SFD)
DU
185.000
2433
3 Apartment
DU
702.000
2433
28 Pre-school/Day Care
TSF
6.370
Wednesday, November 23, 2005 A a 3 Page 7 of 8
Analysis Year:
2002 Reference Number: 01232
Runld:
Try10 Build Date: 10/13/2005
Land Use:
Try9 Build Time: 12:00:00 PM
Network:
ExVa07 Modeler: Archie Tan
OCTAM TAZ
Land Ilse Code
Description
Units
Quantity
2433
36 Church
TSF
26.010
2433
38 Park
ACRE
18.500
2435
1 Res -Low (SFD)
DU
1,056.0D0
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
24.050
2436
1 Res -Low (SFD)-
DU
558.000
2436
2 Res -Medium (SFA)
DU
187.000
2436
10 General Commercial
TSF
79.400
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
68.970
2437
23 General Office
TSF
9.750
2437
28 Pre-school/Day Care
TSF
13.390
2437
29 Elementary/Private School
STU
396.000
2437
30 Junior/High School
STU
780.000
2437
36 Church
TSF
120.500
2438
1 Res -Low (SFD)
DU
468.000
2438
2 Res -Medium (SFA)
DU
294.000
2438
3 Apartment
DU
512.000
2439
2 Res -Medium (SFA)
DU
178.000
2440
1 Res -Low (SFD)
DU
700.000
2440
2 Res -Medium (SFA)
DU
278.000
2440
29 Elementary/Private School
STU
600.000
2442
1 Res -Low (SFD)
DU
130.000
2444
1 Res -Low (SFD)
DU
141.000
2444
38 Park
ACRE
0.780
2445
1 Res -Low (SFD)
DU
233.000
2445
38 Park
ACRE
1.03D
2447
7 Hotel
ROOM
410.000
2786
1 Res -Low (SFD)
DU
71.000
Wednesday, November 23, 2005 - A A � Page 8 of 8
Study Area land Use for City of Newport Beach
Analysis Year: 2002
Runid: Tryl0
Land Use: Try9
Network: ExVa07
Land_ Use Cade
1 Res -Low (SFD)
2 Res -Medium (SFA}
3 Apartment
4 Elderly Residential
5 Mobile Home
6 Motel
7 Hotel
9 Regional Commercial
10 General Commercial
11 Comm./Recreation
13 Restaurant
15 Fast Food Restaurant
16 Auto Dealer/Sales
17 Yacht Club
18 Health Club
19 Tennis Club
20 Marina
21 Theater
22 Newport Dunes
23 General Office
24 Medical/Govt.Office
25 R&D
26 Industrial
27 Mini-Storage/Warehouse
28 Pre-school/Day Care
29 Elementary/Private School
30 Junior/High School
31 Cultural/Learning Center
32 Library
33 Post Office
34 Hospital
35 Nursing/Conv. Home
36 Church
37 Youth Ctr/Service
38 Park
40 Golf Course
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler: Archie Tan
Description
Units Quantity
DU
18,702.000
DU
10,974.000
DU
9,703.000
DU
200.000
DU
600.000
ROOM
134.000
ROOM
3,231.000
TSF
1,331.000
TSF
3,823.398
ACRE
5.100
TSF
99.450
TSF
15.640
TSF
201.300
TSF
51.830
TSF
16.770
CRT
60.000
SLIP
1,055.000
SEAT
5,489,000
ACRE
64.000
TSF
11,657.109
TSF
959.718
TSF
81.730
TSF
1,291.079
TSF
196.420
TSF
48.050
STU
4,998.570
STU
5,215.000
TSF
35.000
TSF
78.800
TSF
53.700
BED
1,031.000
BEDS
661.000
TSF
377.780
TSF
149.540
ACRE
128.360
ACRE
305.330
Wednesday, November 23, 2005 n '5 Page 1 of 1
THIS PAGE INTENTIONALLY LEFT BLANK
ml
APPENDIX B
ADE EMPLOYMENT MEMORANDUM
A P P L I E D
D E V E L O P M E N T
E C O N O M I C S
MEMORANDUM
July 15, 2003
TO: Tamara Campbell, City of Newport Beach
FROM: Doug Svensson and Jamie Nutley, Applied Development Economics SUBJECT: Employment Estimates for Newport Beach
This memo is to confirm that the City of Newport Beach has adopted the figure of 65,400 as the 2002 Base. Year employment estimate for the General Plan Update process. The table below indicates the distribution of employment and businesses by land use category. The employment shown in the table includes estimated employment in home -based businesses as described later in the memo. This portion of the employment, which totals 3,365 and is distributed among a number of economic sectors , may need to be deducted in order to calibrate the traffic and fiscal models for the General Plan Update. It should also be noted that this employment estimate assumes no net growth in jobs in Newport Beach between 2001 and 2002.
Table 1: Base Year 2002 Employment
Land Use Category
No. of
Employees
% of total
No. of
Businesses
% of total
Office
33,000
51 %
2,785
62%
Retail
11,400
17%
568
13%
Industrial
11,900
18%
566
13%
Lodging
2,100
3%
16 0%
Service Commercial
3,300
5%
428
9%
Marine
1,200
2%
57 1%
Public Admin
1,100
2%
22 0%
Institutional
1,400
2%
76 2%
Total
65,400
100%
4,518
100%
202P Universi,),Avenue, Berkeley. Califomia 94T04 Tel510.548.5912 Faa 510.548.6123 URL wivm.adeuxa.com 1029 j Street, Smite 310. Sacramento. California 95814 Te1916.441.0323 Faz' 916.441.4961 URL jvwv.adettra.rom
The following discussion describes the data sources and methodology for developing the employment estimates.
❑ Total employment in the City of Newport Beach is 56,344 according to the 2001 business license file (filtered to include only active businesses) (Table 2, column 1). This. figure does not include residential or out-of-town businesses, which are an additional 3,365 and 4,174 businesses, respectively. The actual number of additional employees from these businesses unknown (i.e. not included in the business license database). ❑ According to the ES202 data, total Newport Beach employment is 59,396 (annual average for the year 2001), or just about 3,000 jobs higher than the business license data (Table 3, column 1). Of these additional jobs, over one-third are employees of the City of Newport Beach, which are not accounted for in the business license database but are included in the ES202 data (categorized as `Local Government' in the attached tables). o Based on estimates provided by Orange County which suggest that self-employment accounts for approximately 10% of total employment countywide, we have adjusted the above figures to include an estimate of self-employment. The adjusted figures bring total employment in the city to 61,978 from the bus. license file versus 65,337 from the EDD file. In Tables 2 and 3 below, the self-employment figures include the 3,365 residential - based businesses that we know about from the business license file. o In comparing the two files, the biggest variation is in the number of businesses - the EDD data shows just 4,518 businesses, versus just over 7,000 businesses contained in the bus. license file (again, these figure do not include self-employment).
In aggregate, the figures from the two files are quite close, particularly given the fact that they come from two completely different sources. As we review the breakdown by land use shown in the tables, however, we see some interesting differences between the two estimates. In the office category, for instance, the ES202 data shows over 1,000 fewer businesses compared to the business license file, yet the total number of employees are nearly identical. In the industrial category, on the other hand, the two sources are fairly close in number of businesses, but the ES20Z data shows nearly twice as many employees as the business license file.
To some extent, variations between the two data sets are a result of the different industry classification systems by which the data is coded (SIC versus NAICS — see Table 5), as well as different data collection methods; however, there are any number of other factors - such as inaccurate and inconsistent reporting by the businesses themselves - which no doubt lead to discrepancies between the data that may not be reconcilable.
In discussions with Glen Everroad in the Newport Beach Revenue Department, he suggests that some of the discrepancy would be due to businesses without employees that do not report to EDD but would have business licenses. On the other hand, he points out that certain larger businesses may report jobs to EDD that are managed out of Newport Beach but are not physically located there.
It is possible that a hybrid data set could be developed in which any discrepancies would be systematically eliminated (e.g. where two different employment estimates are given for the same business, a decision would be made regarding which estimate is "correct"). However, ADE does not have the resources in our contract to compare the two databases business -by - business, and therefore our recommendation is to use the employment figures from the EDD database, with the self-employment estimate added. The total employment figure, then, would be 65,400, as shown in Table 4.
Please do not hesitate to call us with any questions you may have.
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Table 5: Land Use Definitions By SIC And NAICS
SIC DESCRIPTION
NAICS
DESCRIPTION
INDUSTRIAL
01 thru 09 Agriculture, Forestry, and Fishing
11 Agriculture, Forestry, fishing
15 thru 17 Construction
21 Mining
20 thru 39 Manufacturing
22 Utilities
40 thru 49 TCPU
23 Construction
50 — 51 Wholesale
31-33
Manufacturing
42 Wholesale Trade
48-49
Trans and Warehousing
RETAIL
52 Building Materials and Garden Supplies
53 General Merchandise Stores
54 Food Stores
55 Automobile Dealers and Service Stations
56 Apparel and Accessory Stores
57 Furniture and Home Furnishings Stores
58 Eating and Drinking Places
59 Miscellaneous Retail
OFFICE
60 Depository Institutions
61 Nondepository Institutions
62 Security and Commodity. Brokers
63 Insurance Carriers
64 Insurance Agents, Brokers, and Service
65 Real Estate
67 Holding and Investment Companies
73 Business Services
80 Health Services
81 Legal Services
87 Engineering and Management Services
SERVICE COMMERCIAL
72 Personal Services
75 Auto Repair, Services, and Parking
76 Miscellaneous Repair Services
78 Motion Pictures
79 Amusement & Recreation Services
INSTITUTIONAL
82 Educational Services
83 Social Services
84 Museums, Botanical, Zoological Gardens
86 Memberships Organizations
91 thru 97 Public Administration
MARINE
2394 Mfg Of Canvas & Related Products
2499 Miscellaneous Wood Products Mfg
3663 Mfg Of Radio &TV Communications Equip
3731 Ship Building & Repairing
3732 Boat Building & Repairing
3993 Mfg Of Signs & Advertising Specialties
4422 Coastwise Transportation - Water
4469 Miscellaneous Water Transportation Services
4489 Water Passenger Transportation
4491 Marine Cargo Handling
4492 Towing & Tugboat Service
4493 Marinas
4499 Yacht Maintenance
5063 Electrical Apparatus & Equipment
5091 Sporting & Recreation Goods & Supplies
5099 Miscellaneous Durable Goods Wholesalers
5146 Fish & Seafood
5551 Boat Dealers
7699 Miscellaneous Repair Services
LODGING
7011 Hotels & Motels
44-45 Retail TrIe
722 Food Service & Drinking Places
52 finance and Insurance
53 Real Estate
54 Professional, Scientific, & Technical Services
621-623
Health Care
51 Information
561
Administrative and Support SeMces
81 Other Services
71 Arts, Entertainment, and Recreation
51213 Motion Picture & Video Exhibition
61 Educational Services
624 Social Assistance
441222
Boat Dealers, New and Used
713930
Marinas
334220
Marine Radio Comm Equip Mfg
336612
Boat yards (I.e. boat mfg fadlltles)
811490
Boat, Pleasure, Repair & Malnt Services
713990
Boating Clubs w/o Marinas
721 Accommodation
GOVERNMENT
NA Not included as category in Bus Lic File NA Includes only Gty of Newport Beach departments, which are dassirred into a variety of di/lerent NAICS codes
V w
glo
APPENDIX C
2002 SOCIOECONOMIC DATA
SED From Land Use by NBTM Taz
Analysis Year.
2002
Reference Number: 01232
Runld.
Tryl0
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler Archie Tan
Occupied
Occupied
Single
Mum
Non -
Family
Family
Group
Elom/iigh
Resident
Dwelling
Dwelling
Quarters
Employed Retal Service
Other
School
Uriv/College
NON TAI
Units
Units
Population
Population Residents Employees Employees
Employees
Students
Enrollment
1373
47 30
172
1374
47 30
171
1375
86 45
251
1376
75 48
273
1377
104 66
378
1378
119 76
433
1379
54 209
1,143
1380
18 69
375
1381
25 96
525
1382
36 139
761
1383
51 94
500
1384
22 30
160
1385
31 377
157
1386
24 92
501
1387
21 80
436
1388
163 16
16 1389
144 99
487
1390
15 59
325
1391
8 33
178
1392
50 59
308
1393
135 13
13 1395
68 172
75 1396
74 283
1,547
1397
12 47
256
1398
5 18
98 1399
19 72
396
1400
6 22
119
1401
23 194
77 1402
5 21
113
1403
138 691
1,183
1404
51 196
1,069
1405
313 336
1,731
Wednesday, November 23, 2005 Cl? Page 1 of 6
Analysis Year: 2002 Reference Number: 01232
Runld: Try10 Build Date: 10/13/2005
Land Use: Try9 Build Time: 12:00:00 PM
Network: ExVa07 Modeler Archie Tan
Occupied Occupied
Single Mum Non -
Fondly Family Group Elem/Ilgh Resident
Dweriing Dwelling Quarters Employed Retail Service Other School Univ/G01ege NBTM TH Units Units Population Population Residents Employees Employees Employees Students Enrolment 1406 755
1407 6 10 7 76 62 314
1408 137 342 219 3 21 4
1409 177 573 1,707
1410 84 201 125 2 1
1411 4 10 0
1412 55 138 88 1 8 2
1413 31 75 47 26 103 342
1415 145 363 233 3 25 9
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 110 391 981 697 262 204 409 636
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 14 62 258
1426 113 283 181 2 25 14
1427 299 212 68 1,325 797 39 209 471 2,184
1428 239 144 844 571 471 380 162
1429 623 68 1,683 1,089 13 105 87 436
1430 29 71 46 432 207 430
1431 34 58 44 279 63 218
1432 266 106 915 584 108 133 257
1433 93 119 270 705 303 16 177 474
1434 276 552
1435 65 27 225 143 49 12 10
1436 5 1,157 169 2,148 1,512 11 116 124
1437 3
1438 2 5 3 5 18 201 622
1439 3 441 59 815 578 113 192 1,164
1440 267 641 400 5 3
Wednesday, November 23, 2005 Page 2 of 6
Analysis Year:
2002
Reference Number: 01232
Runld.
Try10
Build Date:
10/13/2005
Land Use:
Try9
Build Time:
12:00:00 PM
Network:
ExVa07
Modeler:
Archie Tan
Occupied
Occupied
Single
Multi
Non -
Family
Family
Group
ElemAFMh
Resident
Dwelling
Dwelling
Quarters
Employed
Retail
Service
Other
School
Univ/College
NDTM TAZ
Units
Units
Population
Population
Residents
Employees Employees
Employees
Students
Enrollment
1441
439
268
1,553
1,051
81 159
38 1442
41 197
574
360
1 14
3 1443
143
328
1,107
709
3 32
8 1444
96 399
1,197
752
2 22
7 1445
133
386
1,104
481
3 28
8 1446
179
91 665
423
4 30
6 1447
121
134
547
241
2 21
5 1448
78 61
301
133
58 23
34 1449
8 70
165
71 131
24 63
1450
2 52
113
49 126
44 125
1451
20 100
252
109
137
46 34
1452
11 23
10 243
106
245
1453
225
250
278
1454
37 17
117
52 366
118
356
1455
3 374
700
271
23 4
83 1456
726
114
1,829
827
15 ill
23 1457
196
550
1,535
668
33 285
93 389
1458
510
595
2,333
1,036
44 113
62 1459
9 118
243
109
348
146
88 1460
607
122
1,558
708
14 94
23 1461
175
244
896
394
103
59 99
1462
29 63
29 1
4 1
1463
468
796
374
226
32 61
1464
896
1,081
4,240
1,868
196
197
114
1465
276
608
276
22 26
1466
142
340
212
ill
483
229
1467
1,126
1,914
1,463
23 11
1468
48 320
1469
981
2,206
1,429
338
354
2,095
1470
485
1,165
728
150
28 79
1471
437
1,093
699
9 67
13 1472
233
47 155
1473
86 145
111
2 1
1474
160
897
2,062
1,461
103
59 25
Wednesday, November 23, 2005 C f Page 3 of 6
Analysis Year:
2002
Reference
Number: 01232
Runld:
Try10
Build Date:
10/13/2005
Land Use:
Try9
Build Time:
12:00:00 PM
Network:
ExVa07
Modeler.
Archie Tan
Occupied
Occupied
Single
Mufti
Men -
Family
Family
group
Elem/Uigh
Resident
Dwelling
Dwelling
M18"ers
Employed
Retail
Servloe
Dther
School
Um/College
OTM TAZ
Units
Units
Population
Population
Residents
Employees Employees
Employees
Students
Enrollment
1475
4 275
511
34 1476
205
492
308
4 2
1477
322
805
515
6 48
10 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
5 19
5 1482
135
110
553
367
21 131
5 1483
20 50
32 0
3 1
1484
179
782
2,484
1485
1,401
396
503
1486
233
396
303
364
517
2,143
1487
66 157
98 101
716
338
1488
116
278
174
2 1
1489
217
520
325
9 5
3 1490
14 52
285
1491
143
975
1,319
1492
135
245
1,125
1493
57 218
1,190
1494
188
214
84 1495
381
73 991
446
89 256
505
1496
66 257
657
290
1 15
6 12
1497
129
236
761
337
3 24
6 1498
250
43 624
285
106
54 36
1499
178
392
178
4 27
5 1500
169
423
271
3 26
5 1501
672
6 1,490
677
179
139
102
1502
140
1 310
141
161
46 71
1503
41 89
41 86
16 17
1504
463
1,157
740
151
96 53
1505
736
1,841
1,178
110
163
104
1506
242
13 628
405
5 37
7 1507
134
335
214
3 21
4 1508
183
130
771
489
4 71
121
762
Wednesday, November 23, 2005 C6 Page 4 of 6
Analysis Year:
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler. Archie Tan
Occupied
Occupied
Single
Mufti
Non-
Fanuly
FaM
Group
Elom/%h
Resident
Nebo
Oweing
Quarters
Employed
Retail Service
Other
School
Univ/College
NOW TAZ
Units
Units
Population
Population
Residents
Employees Employees
Employees
Students
Enrollment
1510
190
475
304
4 29
6 1511
19 48
30 103 13
11 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
125 139
246
1,176
1518
417
64 1,195
763
8 64
13 1519
447
1,119
716
9 76
13 1520
197
492
315
4 29
6 1521
556
1,389
889
11 89
91 498
1522
113
114
556
352
147 39
51 1525
667
1,134
867
13 7
1526
170
425
272
3 26
5 1527
11 1528
65 26
1529
95 238
152
2 14
3 1530
38 95
61 1 14
1 1532
68 450
1534
257
644
412
5 39
98 600
1535
350
766
2,371
1,611
7 68
18 1537
103
246
154
2 1
1538
124
309
198
2 19
4 1541
52 131
84 1 8
2 1543
37 443
185
1544
67 169
108
1 10
2 1547
201
504
322
4 30
6 1548
99 264
881
554
2 20
6 1549
107
268
172
2 16
3 1553
67 160
100
1 1
1558
7 11
9 0
0 1559
7 11
9 0
0 1563
35 134
731
Wednesday, November 23, 2005 02 Page 5 of 6
Analysis Year:
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
Occupied
Occupied
Single
mum
Non -
Family
Famly
Group
Elem/Rhjh
Resident
Oweing
Oweing
Quarters
Employed Retail Service
Other
School
Um►/Cglego
NOTM TAZ
Units
Units
Population
Population
Residents Employees Employees
Employees
Students
Enrolment
1618
6 14
9 0 1
0 1671
131
328
210 18 80
333
1672
11 29
18 0 2
0 1673
35 96
517
1674
191 50
189
1675
148
371
237 3 22
4 1713
1,168
2,335
1714
639
1,534
959 13
6 1715
39 233
94 1716
95 95
46 415
164
Wednesday, November 23, 2005 C f/ Page 6 of 6
SED From Land Use by OCTAM Taz
Analysis Year:
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
Occupied
Occupied
Single
Mum
Non -
Family
Family
Group
Elom/Rlgh
Resident
Dwelling
Dweing
Quarters
Employed
Retail
Service
Other
School
Um/College
OCTAM TAZ
Units
Units
Population
Population
Residents
Employees
Employees
Employees
Students
Enrolment
2327
6 10
7 115
206
1,045
2328
291
727
465
247
249
1,045
2336
798
1,467
5,887
2337
479
295
1,679
2338
364
532
3,555
2339
58 327
803
2340
154
502
1,878
2341
138
691
1,183
2375
38 95
61 1
14 1
2377
68 450
2381
267
641
400
5 3
2393
188
470
301
4 28
6 2399
13 23
17 0
3 2401
439
268
1,553
1,051
81 159
38 2402
10 1,598
228
2,968
2,092
129
326
1,489
622
2403
93 758
365
2,334
1,262
101
2,281
3,626
2404
523
1,041
3,769
2,388
58 ill
34 2405
401
1,205
3,321
1,418
1,312
665
1,231
2406
726
114
1,829
827
15 ill
23 2407
918
175
2,669
1,718
553
445
774
436
2408
299
212
68 1,325
797
39 209
471
2,184
2409
239
179
902
615
751
442
380
2410
1,322
1,384
5,669
2,521
439
638
265
389
2411
203
712
1,755
797
330
95 162
2412
896
1,081
4,240
1,868
196
197
114
2413
1,159
337
3,227
1,454
356
425
630
12 2414
1,441
13 3,625
2,323
266
295
164
2415
698
280
2,087
941
273
151
119
2416
392
364
1,854
1,174
ill
117
140
762
2417
370
100
1,064
616
8 226
11 2418
1,439
1,764
6,637
4,608
302
631
730
636
2419
418
31 1.120
716
34 169
358
Wednesday, November 23, 2005 C Q Page 1 of 2
Analysis Year:
2002
Reference Number: 01232
Runld.
Try10
Build Date:
10/13/2005
Land Use:
Try9
Build Time:
12:00:00 PM
Network:
ExVa07
Modeler:
Archie Tan
occupied
occupied
Single
Mum
Men -
Family
Family
Group
Elom/nigh
Resident
Dwelou
Dweling
Quarters
Employed
Retail
Service
other
School
Univ/Colege
oCTAM TAZ
Units
Units
Population
Population
Residents
Employees Employees
Employees
Students
Enrolment
2420
137
84 543
344
180
596
1,712
2421
485
1,165
728
150
28 127
320
2422
2,107
4,119
2,893
361
365
2,095
2423
418
948
489
133
483
255
2424
631
1,351
900
487
1,292
2,770
2425
1,581
1,178
2,987
2426
380
677
2,398
2427
143
975
1,319
2428
160
897
2,062
1,461
107
333
537
34 2429
86 145
ill
233
48 156
2430
418
304
1,775
1,125
8 69
16 2431
437
1,093
699
9 67
13 2432
251
496
1,715
1,116
26 158
13 2433
176
667
1,573
1,148
4 116
38 2435
1,003
369
3,135
2,084
20 231
108
498
2436
530
178
1,752
1,115
155
104
64 2437
197
316
1,043
633
129
241
341
1,176
2438
445
766
2,609
1,763
9 82
21 2439
169
406
254
3 2
2440
665
264
2,296
1,460
13 105
113
600
2442
124
309
198
2 19
4 2444
134
335
214
3 21
4 2445
221
553
354
4 34
7 2447
37 443.
185
2786
67 169
108
1 10
2 Wednesday, November 23, 2005 G l d Page 2 of 2
SED From Land Use for City of Newport Beach
Analysis Year:
2002
Runld.,
Try10
Land Use:
Try9
Network:
ExVa07
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler: Archie Tan
Occupied
Occupied
Single
Multi - Family
Men -
Family
Oweang
Group
Elem/Righ
Resident
Dwelling
Units
Quarters
Employed Retail Service Other School
Univ/Colege
Units
Population
Population Residents Employees Employees Employees Students Enrolment
17,467
20,136
661
83,007 49,632 11,525 19,681 41,468 10,214
Wednesday, November 23, 2005 C 11 Page 1 of 1
Supplemental 3ED by NBTM Taz
Analysis Year:
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
Occupied
Occupied
Single
Multi
Non -
Family
Family
Group
Elom/llgh
Resident
NOW
Dwelling
quarters
Employed
Retail Service Other
Soiled
Uoiv/College
NOTM TAZ Units
Units
Population Population
Residents
Employees Employees Employees
Students
Enrolment
1414 79
0 0 204
94 2 55 52
3 0
1531 175
206
2 698
478
82 56 38
0 0
1532 21
0 0 60
30 0 0 0
0 0
Wednesday, November 23, 2005 G/ I, Page 1 of 1
Supplemental SED by OCTAM Taz
Analysis Year:
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler. Archie Tan
Occupied
Occupied
Single
Murd
Non -
Family
Family
Group
Flom/nigh
Resident
Dwelling
Oweling
Quarters
Employed
Retail Service Other
School
Univ/College
OCTAM TAZ Units
Units
Population Population
Residents
Employees Employees Employees
Students
Enrollment
2377 21
0 0 60
30 0 0 0
0 0
2414 175
206
2 698
478
82 56 38
0 0
2419 79
0 0 204
94 2 55 52
3 0
Wednesday, November 23, 2005 613 Page 1 of 1
Supplemental SED for City of Newport Beach
Analysis Year:
2002
Runld.•
Try10
Land Use:
Try9
Network:
ExVa07
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler. • Archie Tan
Occupied
Occupied
Single
MuM - Family
Non -
Family
Dwelling
Group
Elom/lQgh . Resident
Dwelling
Units
Quarters
Employed Retail Service Other School Univ/college
Units
Population
Population Residents Employees Employees Employees Students Enrolment 275
206
2 962 602 84 ill 90 3 0
Wednesday, November 23, 2005 CI r - Page 1 of 1
Final SED by NBTM Taz
Analysis Year:
2002 Reference Number: 01232
Runld:
Try10 Build Date: 10/13/2005
Land Use:
Try9 Build Time: 12:00:00 PM
Network:
ExVa07 Modeler. Archie Tan
Dccupled
Occupied
Single
Multi
Nola'
Family
Family
group
Emm/Huh
Resident
NBTM
Dwelling
Dwelling
Quarters Employed Retell
Service
Other
Schod
Um►/Cclege
Median
TAZ
Units
Units
population Population Residents Employees Employees
Employees
Students
Enrollment
Income
1373
_-
47 30
172
0 1374
47 30
171
0 1375
86 45
251
0 1376
75 48
273
0 1377
104
66 378
0 1378
119
76 433
0 1379
54 209
1,143
87,500
1380
18 69
375
87,500
1381
25 96
525
87,500
1382
36 139
761
87,500
1383
51 94
500
87,500
1384
22 30
160
87,500
1385
31 377
157
87,500
1386
24 92
501
87,500
1387
21 80
436
87,500
1388
163
16 16
87,500
1389
144
99 487
87,500
1390
15 59
325
87,500
1391
8 33
178
87,500
1392
50 59
308
87,500
1393
135
13 13
87,500
1394
87,500
1395
68 172
75 0
1396
74 283
1,547
0 1397
12 47
256
0 1398
5 18
98 0
1399
19 72
396
0 1400
6 22
119
0 1401
23 194
77 0
1402
5 21
113
0 1403
138
691
1,183
0 1404
51 196
1,069
0 1405
313
336
1,731
0 1406
755
0 1407
6 10 7 76
62 314
27,500
Wednesday, November 23, 2005 (i 15 Page 1 of 6
Analysis Year:
2002
Reference Number: 01232
Runld.-
Tryl0
Build Date:
10/13/2005
Land Use:
Try9
Build Time:
12:00:00 PM
Network:
ExVa07
Modeler
Archie Tan
Occupied
Occupied
Single
Mufti
Non -
Family
Family
Group
Elem/llgh Resident
NBTM
DwaAng
NOW
Quarters
Employed
Retail
Service
Other
School Univ/Colege
Median
TH
Units
Units
Population Population
Residents
Employees Employees
Employees
Students EumhOnt
Income
1408
137
342
219
3 21
4 119,951
1409
177
573
1,707
119,951
1410
84 201
125
2 1
119,951
1411
4 10
0 27,500
1412
55 138
88 1
8 2
119,697
1413
31 75
47 26
103
342
119,697
1414
79 0
0 204
94 2
55 52
3 0
119,697
1415
145
363
233
3 25
9 119,697
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
262
204
409
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
14 62
258
104,110
1426
113
283
181
2 25
14 104,110
1427
299
212
68 1,325
797
39 209
471
2,184
100,260
1428
239
144
844
571
471
380
162
115,496
1429
623
68 1,683
1,089
13 105
87 436
107,136
1430
29 71
46 432
207
430
107,136
1431
34 58
44 279
63 218
115,496
1432
266
106
915
584
108
133
257
107,136
1433
93 119
270
705
303
16 177
474
76,372
1434
276
552
76,372
1435
65 27
225
143
49 12
10 91,787
1436
5 1,157
169
2,148
1,512
11 116
124
69,767
1437
3 77,503
1438
2 5
3 5
18 201
622
69,767
1439
3 441
59 815
578
113
192
1,164
69,767
1440
267
641
400
5 3
71,467
1441
439
268
1,553
1,051
81 159
38 101,940
1442
41 197
574
360
1 14
3 91,787
1443
143
328
1,107
709
3 32
8 91,787
1444
96 399
1,197
752
2 22
7 91,767
Wednesday, November 23, 2005
�� 6
Analysis Year:
2002
Reference Number:
01232
Runld:
Try10
Build Date:
10/13/2005
Land Use:
Try9
Build Time:
12:00:00 PM
Network:
ExVa07
Modeler:
Archie Tan
Occupied
Occupied
Single
Mufti
Non-
Fainily
Family
group
Elam/Rlgh Resident
NOW
Dwe®ng
Dwellrig
Quarters
Employed
Retail
SorVICe
Other
School Univ/C*ge
Median
iAZ
Units
Units
population
Population
Residents
Employees Employees
Employees
Students Enrobont
income
1445
133
386
1,104
481
3 28
8 88,082
1446
179
91 665
423
4 30
6 91,787
1447
121
134
547
241
2 21
5 88,082
1448
78 61
301
133
58 23
34 88,062
1449
8 70
165
71 131
24 63
88,082
1450
2 52
113
49 126
44 125
88,082
1451
20 100
252
109
137
46 34
88,082
1452
11 23
10 243
106
245
88,082
1453
225
250
278
88,082
1454
37 17
117
52 366
118
356
88,082
1455
3 374
700
271
23 4
83 88,082
1456
726
114
1,829
827
15 ill
23 129,233
1457
196
550
1,535
668
33 285
93 389
90,227
1458
510
595
2,333
1,036
44 113
62 90,227
1459
9 118
243
109
348
146
88 90,227
1460
607
122
1,558
708
14 94
23 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
226
32 61
131,252
1464
896
1,081
4,240
1,868
196
197
114
98,125
1465
276
608
276
22 26
94,839
1466
142
340
212
ill
483
229
94,839
1467
1,126
1,914
1,463
23 11
81,284
1468
48 32G
118,212
1469
981
2,206
1,429
338
354
2,095
81,284
1470
485
1,165
728
150
28 79
1?8,212
1471
437
1,093
699
9 67
13 122,550
1472
233
47 155
101,634
1473
86 145
ill
2 1
101,634
1474
160
897
2,062
1,461
103
59 25
100,935
1475
4 275
511
34 100,935
1476
205
492
308
4 2
141,139
1477
322
805
515
6 48
10 141,139
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
5 19
5 160,575
Wednesday, November 23, 2005 Gt 7 Page 3 of 6
Analysis Year:
2002
Reference Number: 01232
Runld:
Tryl0
Build Date:
10/13/2005
Land Use:
Try9
Build Time:
12:00:00 PM
Network:
ExVa07
Modeler:
Archie Tan
Occupied
Occupied
Single
Mufti
Non-
FaMily
Family
Group
Elem/Iigh Resident
NBTM
Oweirig
Dwelling
Quarters
Employed
Retail
SerVICe
Other
School UniV309e0e
Median
TAZ
Units
Units
population Population
Residents
Employees Employees
Employees
Students Enreluent
Income
1482
135
110
553
367
21 131
5 160,575
1483
20 50
32 0
3 1
160,575
1484
179
782
2,484
110,553
1485
1,401
396
503
110,553
1486
233
396
303
364
517
2,143
109,129
1487
66 157
98 101
716
338
109,129
1488
116
278
174
2 1
109,129
1489
217
520
325
9 5
3 109,129
1490
14 52
285
109,129
1491
143
975
1,319
0 1492
135
245
1,125
0 1493
57 218
1,190
0 1494
188
214
84 0
1495
381
73 991
446
89 256
505
124,795
1496
66 257
657
290
1 15
6 12
124,795
1497
129
236
761
337
3 24
6 137,480
1498
250
43 624
285
106
54 36
137,480
1499
178
392
178
4 27
5 137,480
1500
169
423
271
3 26
5 152,617
1501
672
6 1,490
677
179
139
102
124,795
1502
140
1 310
141
161
46 71
137,480
1503
41 89
41 86
16 17
124,795
1504
463
1,157
740
151
96 53
107,624
1505
736
1,841
1,178
110
163
104
107,624
1506
242
13 628
405
5 37
7 107,624
1507
134
335
214
3 21
4 147,455
1508
183
130
771
489
4 71
121
762
101,649
1510
190
475
304
4 29
6 101,649
1511
19 48
30 103
13 11
101,649
1512
234
561
351
5 2
101,649
1513
331
100
967
554
7 221
10 119,988
1514
39 97
62 1
6 1
119,988
1515
369
627
479
66 4
135,548
1516
164
293
120
72 89
119,658
1517
152
258
198
125
139
246
1,176
119,658
1518
417
64 1,195
763
8 64
13 162,729
1519
447
1,119
716
9 76
13 135,548
Wednesday, November 23, 2005 n' 91 Page 4 of 6
Analysis Year:
2002
Reference Number: 01232
Runld:
Try10
Build Date:
10/13/2005
Land Use:
Try9
Build Time:
12:00:00 PM
Network:
ExVa07
Modeler
Archie Tan
Occupied
Occupied
Single
Multi
Non-
Famly
Fatuity
group
Elem/Ngh
Resident
NBTM
Dwelling
Dwerng
quarters
Employed
Retail
Service
Bther
School
Unn/Cologe
Median
TAZ
Units
Units
Population
Population
Relents
Employees Employees Employees
Students
EnroAment
hcome
1520
197
492
315
4 29
6 119,658
1521
556
1,389
889
11 89
91 498
135,548
1522
113
114
556.
352
147
39 51
162,729
1523
0 1524
0 1525
667
1,134
867
13 7
121,084
1526
170
425
272
3 26
5 121,084
1527
11 121,084
1528
65 26
121,084
1529
95 238
152
2 14
3 153,980
1530
38 95
61 1
14 1
153,980
1531
175
206
2 698
478
82 56
38 0
0 107,624
1532
21 0
0 60
30 0
0 68
450
0 192,222
1533
192,222
1534
257
644
412
5 39
98 600
159,078
1535
350
766
2,371
1,611
7 68
18 153,980
1536
117.606
1537
103
246
154
2 1
117,606
1538
124
309
198
2 19
4 124,794
1539
192,222
1540
161,000
1541
52 131
84 1
8 2
152,617
1542
181,991
1543
37 443
185
147,455
1544
67 169
108
1 10
2 99,956
1545
0 1546
159,078
1547
201
504
322
4 30
6 159,078
1548
99 264
881
554
2 20
6 159,078
1549
107
268
172
2 16
3 159,078
1550
161,000
1551
0 1552
0 1553
67 160
100
1 1
117,606
1554
0 1555
0 1556
101,940
Wednesday, November 23, 2005
0.
Analysis Year:
2002
Reference Number: 01232
Runld:
Tryl0
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler. Archie Tan
Occupied
Occupied
Single
Mull
Non -
Family
Family
group
Eiem/Ilgh
Resident
NBTM
Dweling
Dwelling
Quarters
Employed
Retail
Service Other School
Univ/Colege
Median
TAZ
Units
Units
population Population Residents
Employees Employees Employees Students
Enrolment
income
1557
101,940
1558
7 11
9 0 0
77,503
1559
7 11
9 0 0
77,503
1563
35 134 731
27,500
1618
6 14
9 0
1 0
121,084
1671
131
328
210
18 80 333
62,521
1672
11 29
18 0
2 0
62,521
1673
35 96 517
62,521
1674
191
50 189
62,521
1675
148
371
237
3 22 4
62,521
1676
0 1713
1,168 2,335
76,372
1714
639
1,534
959
13 6
76,372
1715
39 233 94
76,372
1716
95 95
46 415 164
76,372
Wednesday, November 23, 2005 n )-O Page 6 of 6
Final SED by OCTAM Taz
Analysis Year:
2002
Runld:
Try10
Land Use:
Try9
Network:
ExVa07
Occupied
Single
family
OCTAM Dweing
TH Units
1979
1983
1986
1987
2039
2040
2044
2045
2046
2078
2079
2080
2081
2082
2087
2088
2089
2090
2091
2092
2102
2103
2104
2105
2106
2107
2108
2109
2110
2111
2120
2122
2124
2125
2126
Occupied
Multi
family
Owemail
Units
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler: Archie Tan
Mon -
Group Hem/nigh Reshient
quarters Employed Retail Service Other School IIIIIY/College Population Population Residents Employees Employees Employees Students Enrolment Median
Income
68,394
52,907
62,948
66,305
0 0
57,022
69,309
73,422
35,374
88,038
51,623
65,494
58,642
48,076
44,024
47,453
0 0
85,740
0 50,416
63,532
56,175
59,959
64,798
66,248
69,276
87,143
83,146
90,373
74,145
76,207
91,676
74,316
Wednesday, November 23, 2005 C� Page 1 of 11
Analysis Year:
2002
Runld.
Tryl0
Land Use:
Try9
Network:
ExVa07
Occupied
Singh
Family
OCTAM Dwelling
TAZ Units
2127
2128
2129
2130
2131
2132
2133
2134
2135
2136
2137
2138
2139
2140
2141
2142
2143
2144
2145
2146
2147
2148
2149
2150
2151
2152
2153
2154
2155
2156
2157
2158
2159
2160
2161
2162
2163
Occupied
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler: Archie Tan
Mum Man -
Family gip Elem/Iigh Resident
Oweith Quarters Employed Retail Service Other, School Univ/C*uo Units population Population Residents Employees Employees Employees Students Enrollment Median
Income
0 68,303
79,140
79,291
0 80,350
78,041
84,023
77,364
78,240
92,989
92,989
71,951
70,458
70,653
79,573
78,581
73,000
77,992
70,070
66,875
78,593
97,570
55,667
81,688
49,530
70,541
53,549
48,777
71,305
75,143
71,595
78,800
78,800
45,854
47,003
58,239
Wednesday, November 23, 2005 n .I Page 2 of 11
Analysis Year.
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try9
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
occupied Occupied
Single Mufti
NOR -
Family Family
group
Elam/Righ
Resident
OCTAM
Dweing Dweing
Quarters
Employed Retail Service Other School
UNv/Colege
Median
TAZ
Units Units
population Population Residents Employees Employees Employees Students Enrolment
Income
2164
56,604
2165
89,638
2166
73,043
2167
86,455
2168
101,385
2169
0 2170
93,348
2171
88,638
2172
92,545
2173
80,409
2174
59,783
2175
60,091
2176
69,839
2177
85,123
2178
80,127
2179
78,681
2180
78,247
2181
106,861
2182
98,625
2183
98,046
2184
98,651
2185
79,430
2186
72,818
2187
84,680
2188
111,268
2189
77,961
2190
74,715
2191
51,782
2192
87,604
2193
74,289
2194
96,687
2195
81,599
2196
95,398
2197
57,481
2198
57,481
2199
57,922
2200
0 Wednesday, November 23, 2005 N 3 Page 3 of 11
Analysis Year:
Runld.-
Land Use:
Network:
Occupied
Occupied
Single
Mum
Family
Family
OCTAM
Oweling
Dwe®ng
TAZ
Units
Units
zzoi
-- .
--- -
2202
2203
2204
2205
2206
2207
2208
2209
2210
2211
2212
2213
2214
2215
2216
2217
2218
2219
2220
2221
2222
2223
2224
2225
2226
2227
2228
2229
2230
2231
2232
2233
2234
2235
2236
2237
2002
Try10
Try9
ExVa07
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler: Archie Tan
Bon -
group Flom/high Resident
Quarters Employed Retail Service Other School Univ/CoNge Population Population Residents Employees Employees Employees Students Enrolment Median
income
0 0
105,601
85,952
129,226
132,896
56,701
69,192
78,333
78,333
78,028
63,247
74,983
74,886
74,886
147,671
113,215
123,773
125,641
0 84,983
0 0
125,268
124,353
62,632
97,445
158,191
116,698
159,524
64,738
34,186
78,961
152,164
151,355
0 Wednesday, November 23, 2005 ^ ;I q- Page 4 of 11
Analysis Year:
2002
Runld:
Try10
Land Use:
Try9
Network:
ExVa07
Occupied
Single
Fanuly
OCTAM Dwelling
TH Units
2238
2239
2240
2241
2242
2243
2244
2245
2246
2247
2248
2249
2250
2251
2252
2253
2254
2255
2256
2257
2258
2259
2260
2261
2262
2263
2264
2265
2266
2267
2268
2269
2270
2271
2272
2273
2274
Occupied
Mum
Family
Dwelling
Units
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler: Archie Tan
NOR -
Group [IBM/Soh Resident
Quarters Employed Retail Service Other School Univ/CoNge Population Population Residents Employees Employees Employees Students Enrodnent Median
Income
95,957
79,404
97,846
83,677
59,129
59,776
59,560
56,400
78,850
90,652
74,657
0 59,264
69,964
76,184
53,622
61,062
61,630
73,2V
60,248
81,915
102,981
106,857
98,284
50,661
75,234
85,274
62,177
82,225
81,000
72,175
80,338
75,150
77,104
109,077
44,053
93,669
Wednesday, November 23, 2005 n 1f Page 5 of 11
Analysis Year: 2002 Reference Number: 01232
Runld.• Try10 Build Date: 10/13/2005
Land Use: Try9 Build Time: 12:00:00 PM
Network: ExVa07 Modeler. Archie Tan
Occupied Occupied
Single Will Non-
Faml► Fan* group Elam/Ilgh Resident
OCTAM DWOOng Nebo Quarters Employed Retail Service Other School Univ/Colege Median TAZ Units Units population Population Residents Employees Employees Employees Students Enroinent moon 2275 73,417
2276 73,531
2277 94,411
2278 108,197
2279 93,089
2280 88,904
2281 100,144
2282 0
2283 61,735
2284 61,735
2285 60,800
2286 106,293
2287 95,668
2288 120,375
2289 90,015
2290 95,668
2291 0
2292 502 758 0 2,860 1,825 56 88 122 0 0 77,472
2293 42 8 0 146 90 1 12 3 0 0 96,318
2294 91,860
2295 119,976
2296 120,100
2297 0
2298 87,500
2299 0
2300 87,500
2301 79,961
2302 0
2303 62,279
2304 0
2305 76,633
2306 112,710
2307 68,615
2308 101,923
2309 69,095
2310 77,717
2311 67,347
Wednesday, November 23, 2005 C-16 Page 6 of 11
Analysis Year:
2002
Reference Number: 01232
Runld:
Tryl0
Build Date:
10/13/2005
Land Use:
Try9
Build Time:
12:00:00 PM
Network:
ExVa07
Modeler:
Archie Tan
Occupied
occupied
Single
Mum
Non -
Family
Family
greep
Elem/Righ
Resident
OCTAM
Dweing
DWONng
Quarters
Employed
Retail
Service
Other
Schod
Univ/Colege
Median
TAZ
Units
Units
Populotlon Population
Residents
Employees Employees Employees Students
EnroRosent
hepme
2312
51,504
2313
51,609
2314
61,298
2315
73,164
2316
51,745
2317
49,176
2318
109,922
2319
71,387
2320
75,013
2321
58,223
2322
54,666
2323
71,427
2324
68,664
2325
68,664
2326
173
681
44 1,937
1,089
172
337
448
0 0
64,412
2327
6 10
7 115
206
1,045
27,500
2328
291
727
465
247
249
1,045
62,521
2329
1 0
0 3
1 335
1,396
2,128
0 180
87,500
2330
0 0
0 0
0 575
2,285
5,881
812
0 0
2331
0 2332
70,325
2333
0 2334
70,764
2335
0 2336
798
1,467
5,887
87,500
2337
479
295
1,679
0 2338
364
532
3,555
0 2339
58 327
803
0 2340
154
502
1,878
0 2341
138
691
1,183
0 2342
69,934
2343
0 2344
0 2345
0 2346
0 2347
62,745
2348
86,564
Wednesday, November 23, 2005 &-� 7 Page 7 of 11
Analysis Year: 2002 Reference Number: 01232
Runid: Try10 Build Date: 10/13/2005
Land Use: Try9 Build Time: 12:00:00 PM
Network: ExVa07 Modeler: Archie Tan
Occupied Occupied
Singie Mufti Non-
Fandly Fauuily Croup nom/nigh Resident
OCTAM Dweing MOM Quarters Employed Retail Service Other School 1104011e0e Median TAZ Units Units Population Population Residents Employees Employees Employees Students Enrolment income 2349 74,630
2350 0
2351 138,109
2352 0
2353 0
2354 0
2361 31,665
2362 58,786
2363 50,962
2364 21,448
2365 27,236
2366 0
2367 94,757
2368 73,015
2369 73,015
2370 94,757
2371 116,051
2372 116,707
2373 150,702
2374 113,621
2375 38 95 61 1 14 1 153,980
2376 99,956
2377 21 0 0 60 30 0 0 68 450 0 192,222
2378 161,000
2379 138,109
2380 0
2381 657 776 16 3,799 2,187 261 104 704 387 0 71,467
2382 277 1,154 0 4,008 1,819 262 607 3,846 585 0 46,130 2383 192 1,225 119 5,656 2,396 515 904 1,677 0 0 49,091 2384 625 2,194 269 10,126 4,453 691 732 1,020 Z005 0 45,332 2385 148 774 141 2,235 1,241 901 633 172 0 0 46,562
2386 43,045
2387 49,589
2388 424 887 27 2,894 1,747 73 91 158 258 0 66,360
2389 244 420 0 1,561 961 9 33 168 407 0 73,333
2390 335 415 91 1,872 1,085 89 225 194 102 0 78,204
2391 509 471 31 2,354 1,352 68 89 402 0 0 74,118
Wednesday, November 23, 2005 r,>1 Page 8 of 11
Analysis Year:
2002
Reference Number:
01232
Runld.
Tryl0
Build Date:
10/13/2005
Land Use:
Try9
Build Time:
12:00:00 PM
Network:
ExVa07
Modeler.
Archie Tan
Occupied
Occupied
Single
Mum
Non -
Family
Family
group
Elem/lOgh
Resident
OCTAM
Dwelling
Dweing
quarters
Employed
Retail
Service
Other
School
Uoiv/Colege
Median
TAZ
Units
OURS
Population Population Residents
Employees Employees Employees
Students
Enrolment
income
2392
241
353
0 1,280
756
42 58
219
0 0
54,635
2393
500
225
26 1,746
987
10 60
193
1,325
0 93,006
2394
231
115
0 874
511
7 21
129
0 0
93,321
2395
814
637
51 3,532
1,984
148
1,039
536
337
0 65,376
2396
624
739
15 2,958
1,659
946
443
334
0 0
67,701
2397
347
730
19 2,216
1,459
454
397
364
0 0
52,194
2398
486
308
14 1,905
1,111
450
267
246
265
0 72,937
2399
13 23
17 0
3 77,503
2400
101,940
2401
439
268
1,553
1,051
81 159
38 101,940
2402
10 1,598
228
2,968
2,092
129
326
1,489
622
69,767
2403
93 758
365
2,334
1,262
101
2,281
3,626
76,372
2404
523
1,041
3,769
2,388
58 111
34 91,787
2405
401
1,205
3,321
1,418
1,312
665
1,231
88,082
2406
726
114
1,829
827
15 ill
23 129,233
2407
918
175
2,669
1,718
553
445
774
436
107,136
2408
299
212
68 1,325
797
39 209
471
2,184
100,260
2409
239
179
902
615
751
442
380
115,496
2410
1,322
1,384
5,669
2,521
439
638
265
389
90,227
2411
203
712
1,755
797
330
95 162
131,252
2412
896
1,081
4,240
1,868
196
197
114
98,125
2413
1,159
337
3,227
1,454
356
425
630
12 124,795
2414
1,616
219
2 4,324
2,801
348
351
202
0 0
107,624
2415
698
280
2,087
941
273
151
119
137,480
2416
392
364
1,854
1,174
ill
117
140
762
101,649
2417
370
100
1,064
616
8 226
11 119,988
2418
1,439
1,764
6,637
4,608
302
631
730
636
104,110
2419
497
31 0
1,324
810
36 224
410
3 0
119,697
2420
137
84 543
344
180
596
1,712
119,951
2421
485
1,165
728
150
28 127
320
118,212
2422
2,107
4,119
2,893
361
365
2,095
81,284
2423
418
948
489
133
483
255
94,839
2424
631
1,351
900
487
1,292
2,770
109,129
2425
1,581
1,178
2,987
110,553
2426
380
677
2,398
0 2427
143
975
1,319
0 2428
160
897
2,062
1,461
107
333
537
34 100,935
Wednesday, November 23, 2005 C 9Q Page 9 of 11
Analysis Year. 2002 Reference Number: 01232
Runld. Try10 Build Date: 10/13/2005
Land Use: Try9 Build Time: 12:00:00 PM
Network: ExVa07 Modeler: Archie Tan
Occupied Occupied
Single Mum Non-
FamOy Famlty group Elem/Ilgh Resident
OCTAM Dweing Oweing Quarters Empbyed Retail SereiCe Other School UW/CoNge Median TAZ Units Units Population Population Residents Employees Employees EmpbyeeS Students Enrolment Income 2429 86 145 ill 233 48 156 101,634
2430 418 304 1,775 1,125 8 69 16 141,139
2431 437 1,093 699 9 67 13 122,550
2432 251 496 1,715 1,116 26 158 13 160,575
2433 176 667 1,573 1,148 4 116 38 121,084
2434 0
2435 1,003 369 3,135 2,084 20 231 108 498 135,548
2436 530 178 1,752 1,115 155 104 64 162,729
2437 197 316 1,043 633 129 241 341 1,176 119,658
2438 445 766 2,609 1,763 9 82 21 153,980
2439 169 406 254 3. 2 117,606
2440 665 264 2,296 1,460 13 105 113 600 159,078
2441 161,000
2442 124 309 198 2 19 4 124,794
2443 192,222
2444 134 335 214 3 21 4 147,455
2445 221 553 354 4 34 7 152,617
2446 181,991
2447 37 443 185 147,455
2508 39,917
2510 0
2511 0
2513 0
2517 0
2520 40,643
2542 106,526
2545 50,887
2548 88,168
2549 90,123
2566 0
2567 0
2568 0
2781 0
2782 0
2783 0
2785 0
2786 67 169 108 1 10 2 99,956
Wednesday, November 23, 2005 C 3 Page 10 of 11
Analysis Year:
Runld.-
Land Use:
Network.
Occupied
Occupled
Single
Mufti
Famly
Famly
OCTAM
Dwe61g
DWOMIg
TAZ
Untts
Units
2787
0 124
2788
2789
2790
2791
2792
2793
2794
2795
2796
2797
2798
2799
2002
Reference Number: 01232
Tryl0
Build Date: 10/13/2005
Try9
Build Time: 12:00:00 PM
ExVa07
Modeler: Archie Tan
Mon -
Group Elom/Ilgh Resident
Quarters Employed Retail Service Other School Univ/Colege Population Population Reshlents Employees Employees Employees Students Enrolment 0 225 98 22 15 76
Median
Income
100,400
103,015
0 138,465
109,213
66,497
106,987
0 101,927
105,793
120,968
78,417
0 Wednesday; November 23, 2005 C 3 1 Page 11 of 11
Final SED For City Of Newport Beach
Analysis Year:
2002
Runld:
Tryl0
Land Use:
Try9
Network:
ExVa07
Occupied
Occupied
Single
Multi -
Famly
Family
Oweing
Oweing
Units
Units
17,742 20,342
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler: Archie Tan
Group Ebm/Ilgh
quarters Employed Retail Service Ruler School
popubft Population Residents Employees Employees Employees Students 663 83,969 50,235 11,608 19,792 41,558 10,216
Non -
Resident
URIV40111e9e Median
Enrollment Income
0 109.769
Wednesday, November 23, 2005 C 3 ;k. Page 1 of 1
APPENDIX D
2002 DAILY TRIPS
Total Trip Ends By NBTM TH
Analysis Year:
2002
Reference Number: 01232
Runld.
Try10
Build Date: 10/13/2005
Land Use:
Try10
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler: Archie Tan
NBTM
TAZ
M AM
M Prod
HSch AM HSch Prod NW Attr
HW Prod
00 Attr
00 Prod
M AM
OW Prod
Total
1373
373
0 0
0 287
0 266
273
187
190
1,576
1374
371
0 0
0 285
0 264
271
186
189
1,565
1375
671
0 0
0 440
0 467
477
301
306
2,661
1376
592
0 0
0 456
0 422
433
297
301
2,500
1377
819
0 0
0 630
0 583
598
410
417
3,456
1378
938
0 0
0 721
0 667
685
469
477
3,957
1379
611
0 0
0 1,618
0 599
645
830
851
5,153
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
407
0 0
0 1,077
0 399
429
552
566
3,431
1383
462
0 0
0 742
0 385
405
408
417
2,818
1384
188
0 0
0 244
0 148
154
139
142
1,016
1385
430
0 0
0 650
0 399
405
361
399
2,645
1386
268
0 0
0 709
0 262
283
364
373
2,258
1387
233
0 0
0 617
0 229
246
317
325
1,967
1388
1,187
0 0
0 226
0 749
749
280
282
3,472
1389
1,133
0 0
0 840
0 804
823
553
563
4,715
1390
174
0 0
0 460
0 170
183
236
242
1,464
1391
95 0
0 0
252
0 93
100
129
133
803
1392
421
0 0
0 480
0 323
335
282
288
2,129
1393
979
0 0
0 186
0 617
618
231
232
2,864
1395
584
0 0
0 362
0 425
428
253
270
2,321
1396
827
0 0
0 2,190
0 811
873
1,124
1,152
6,977
1397
137
0 0
0 362
0 134
144
186
190
1,152
1398
53 0
0 0
139
0 52
55 71
73 443
1399
212
0 0
0 560
0 207
223
287
295
1,785
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
1,457
0 0
0 2,313
0 1,272
1,319
1,274
1,343
8,978
1404
571
0 0
0 1,513
0 560
603
776
796
4,818
1405
2,593
0 0
0 2,737
0 1,956
2,025
1,637
1,671
12,618
1406
76 0
0 0
868
0 151
181
408
408
2,092
1407
614
12 0
1 521
9 446
459
330
335
2,727
1408
101
693
0 48
45 265
113
113
46 21
1,447
Friday, December 02, 2005 D 3 Page 1 of 5
Analysis Year:
2002
Runld:
Try10
Land Use:
Try10
Network:
ExVa07
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler: Archie Tan
NBTM
TAZ
NO Attr
NO Prod
NSch Attr
USA Prod HW AM
HW Prod
1409
1,732
0 0
0 2,826
0 1410
36 354
0 28
11 152
1411
34 0
0 0
16 0
1412
41 279
0 19
18 107
1413
284
133
0 11
544
57 1414
88 400
2 29
133
117
1415
110
736
0 51
57 282
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
2,240
1,981
560
137
1,056
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
159
0 0
0 384
0 1426
87 535
0 40
58 219
1427
669
2,224
1,922
185
878
969
1428
3,783
1,759
0 118
1,208
690
1429
501
3,251
384
236
305
1,319
1430
3,270
137
0 10
1,232
55 1431
2,079
135
0 8
648
53 1432
1,045
1,698
0 128
610
708
1433
338
837
0 99
789
377
1434
193
0 0
0 952
0 1435
403
386
0 32
91 174
1436
581
3,512
0 301
405
1,824
1437
0 0
0 0
3 0
1438
64 8
547
1 258
4 1439
1,188
1,341
0 114
1,733
697
1440
102
860
0 90
36 486
1441
991
3,037
0 217
390
1,270
1442
110
900
0 80
45 437
1443
236
1,823
0 155
96 860
1444
229
1,885
0 168
85 913
1445
249
1,918
0 155
96 597
00 Attr 00 Prod OW Attr OW Prod Total
1,482
1,550
1,549
1,606
10,746
55 55
18 2
711
24 24
12 13
124
45 46
19 8
582
266
279
293
297
2,163
103
105
80 70
1,126
123
123
53 27
1,562
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
1,687
1,703
862
782
11,847
370
370
157
71 4,731
279
279
163
130
3,108
854
855
298
27 10,335
153
163
199
205
1,263
97 97
49 28
1,211
703
722
545
464
9,281
2,625
2,632
1,147
1,111
15,074
565
569
269
141
7,540
2,171
2,188
1,053
1,068
11,183
1,360
1,369
609
609
6,869
844
855
465
404
6,757
389
408
430
405
4,073
276
298
463
491
2,673
284
284
109
92 1,855
772
777
387
166
8,723
1 1
2 2
8 73
81 127
129
1,292
1,094
1,141
1,013
943
9,263
149
149
58 5
1,934
892
893
386
261
8,337
151
152
59 13
1,948
308
308
122
31 3,938
312
313
119
22 4,046
329
330
129
28 3,830
Friday, December 02, 2005 t�f�
Analysis Year:
2002
Runld:
Try10
Land Use:
Try10
Network:
ExVa07
Reference Number: 01232
Build Date: 10/1312005
Build Time: 12:00:00 PM
Modeler: Archie Tan
NBTM
--
----
--
TAZ
NO Atlr
NO Prod
NSch Attr
NSch Prod
NW Attr
NW Prod
1446
165
1,132
0 93
73 513
1447
139
986
0 77
58 299
1448
493
550
0 42
147
165
1449
994
279
0 23
259
89 1450
960
189
0 16
344
60 1451
1,060
432
0 35
262
136
1452
1,833
38 0
3 685
12 1453
1,771
0 0
0 865
0 1454
2,751
219
0 16
971
65 1455
319
1,284
0 98
164
340
1456
596
4,252
0 256
255
1,024
1457
696
2,777
342
215
546
829
1458
864
4,307
0 327
363
1,285
1459
2,640
447
0 34
682
135
1460
496
3,060
0 218
234
877
1461
976
1,981
0 125
341
489
1462
22 150
0 9
10 36
1463
1,853
1,997
0 ill
414
462
1464
2,396
8,037
0 594
780
2,318
1465
269
1,009
0 85
83 342
1466
1,164
525
0 48
1,464
258
1467
442
3,622
0 268
151
1,760
1468
5 0
282
0 55
0 1469
579
3,318
1,844
309
894
1,732
1470
1,306
2,040
0 163
444
884
1471
326
2,239
0 153
146
848
1472
1,713
0 0
0 499
0 1473
35 312
0 20
11 134
1474
1,214
4,042
0 289
321
1,762
1475
214
0 30
0 908
0 1476
93 961
0 69
28 374
1477
246
1,776
0 113
106
625
1478
21 222
0 16
6 86
1479
96 769
0 51
39 280
1480
100
1,068
0 64
29 368
1481
181
1,449
0 92
61 501
1482
342
1,345
0 77
205
444
00 Attr 00 Prod OW Attr OW Prod Total
193
193
81 30
2,474
171
171
70 21
1,993
361
363
153
127
2,402
662
665
274
261
3,506
648
653
306
299
3,475
719
720
289
270
3,923
1,214
1,223
587
596
6,191
1,217
1,228
660
685
6,426
1,818
1,832
859
860
9,391
337
340
159
84 3,124
690
691
270
113
8,148
769
772
422
301
7,670
921
924
393
184
9,567
1,746
1,749
718
707
8,858
552
553
240
110
6,340
794
798
337
259
6,101
24 24
10 4
289
1,360
1,362
508
418
8,486
2,200
2,205
888
512
19,931
266
267
104
49 2,475
1,152
1,148
788
1,053
7,600
649
650
245
22 7,807
10 12
26 26
415
826
840
590
428
11,358
1,066
1,066
426
392
7,787
364
364
149
68 4,656
1,105
1,111
484
488
5,400
53 53
19 2
638
1,140
1,141
425
220
10,554
283
303
447
474
2,659
143
143
45 4
1,859
280
280
109
49 3,583
33 33
10 1
430
119
119
44 16
1,532
156
157
46 4
1,992
230
230
76 25
2,844
350
350
164
128
3,407
Friday, December 02, 2005 p LJ Page 3 of 5
NOW
TAZ
Analysis Year:
Runld.•
Land Use:
Network:
NO Attr NO Prod
2002
Try10
Tryl0
ExVa07
NSch Attr NSch Prod HW Attr
Reference Number: 01232
Build Date: 10/13/2005
Build Time: 12:00:00 PM
Modeler- Archie Tan
HW Prod 00 Attr 00 Prod
OW Attr
OW Prod
Total
1483
16 118
0 7
7 39
18 18
7 3
232
1484
1,932
0 0
0 3,963
0 1,774
1,873
2,098
2,176
13,816
1485
10,337
0 0
0 2,645
0 6,644
6,664
2,751
2,791
31,831
1486
3,190
885
0 55
3,501
364
2,521
2,607
2,097
2,102
17,323
1487
1,144
263
0 22
1,451
119
1,049
1,058
820
949
6,875
1488
49 465
0 39
16 211
73 73
25 2
953
1489
154
869
0 73
41 394
177
177
62 19
1,965
1490
152
0 0
0 403
0 149
161
207
212
1,283
1491
1,648
0 0
0 2,803
0 1,492
1,544
1,526
1,624
10,636
1492
1,206
0 0
0 1,730
0 979
1,024
970
994
6,902
1493
636
0 0
0 1,684
0 624
671
864
886
5,365
1494
1,470
0 0
0 559
0 992
995
475
496
4,986
1495
1,050
2,244
0 139
1,022
553
949
970
659
594
8,180
1496
161
1,420
10 92
58 360
226
226
79 16
2,649
1497
203
1,748
0 107
74 418
273
274
95 24
3,216
1498
948
1,528
0 87
255
352
715
716
280
227
5,108
1499
135
953
0 55
59 221
153
154
60 27
1,817
1500
131
973
0 59
57 328
151
151
58 26
1,934
1501
1,726
3,442
0 209
551
839
1,351
1,355
561
439
10,472
1502
1,266
755
0 43
334
175
862
865
352
328
4,980
1503
650
206
0 12
141
50 426
427
165
158
2,236
1504
1,377
2,225
0 162
391
898
1,033
1,035
420
338
7,880
1505
1,260
3,541
0 258
507
1,428
1,068
1,072
478
347
9,960
1506
182
1,215
0 88
82 491
202
203
85 37
2,586
1507
103
756
0 47
45 260
118
118
46 21
1,514
1508
218
1,361
671
108
257
593
272
277
177
121
4,054
1510
137
890
0 67
63 369
150
150
64 29
1,919
1511
759
89 0
7 148
37 485
486
182
180
2,374
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
1,060
611
1,035
36 602
238
794
803
447
431
6,057
1518
358
2,816
0 167
147
925
428
428
155
66 5,489
1519
343
2,415
0 157
158
868
389
389
156
75 4,949
1520
146
996
0 69
65 382
162
163
67 30
2,078
Friday, December 02, 2005 D 6 Page 4 of 5
Analysis Year:
2002
Reference Number: 01232
Runld.
Try10
Build Date: 10/13/2005
Land Use:
Tryl0
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler Archie Tan
NOW
TAZ NO AM NO Prod HSch AM HSch Prod OW AM HW Prod 00 AM 00 Prod OW AM OW Prod Total 1521
431
2,999
438
195
276
1,078
495
498
232
130
6,772
1522
1,197
1,260
0 78
295
427
859
861
331
290
5,597
1525
288
2,703
0 159
90 1,042
438
438
145
13 5,315
1526
126
866
0 60
56 330
141
141
58 26
1,803
1527
6 0
0 0
13 0
7 7
7 8
46 1528
35 0
0 0
105
0 44
45 53
60 343
1529
74 549
0 33
31 184
85 85
32 15
1,089
1530
34 220
0 13
22 74
39 39
18 12
471
1531
791
1,592
0 98
240
578
642
644
261
190
5,035
1532
19 141
396
8 80
37 30
33 41
36 821
1534
210
1,517
528
90 188
499
251
255
136
88 3,762
1535
627
5,713
0 332
218
1,947
865
866
285
68 10,922
1537
44 430
0 34
14 187
67 67
22 2
867
1538
92 639
0 43
41 240
103
103
42 19
1,322
1541
40 301
0 18
17 101
47 47
18 8
597
1543
506
0 0
0 764
0 469
476
424
469
3,107
1544
49 314
0 24
22 131
53 53
23 10
678
1547
157
1,186
0 70
66 391
182
182
68 31
2,335
1548
.201
1,919
0 123
68 673
283
283
91 20
3,661
1549
84 632
0 38
35 208
97 97
36 16
1,244
1553
29 279
0 22
9 121
43 43
14 1
562
1558
3 21
0 2
1 10
4 4
1 0
45 1559
3 21
0 2
1 10
4 4
1 0
45 1563
391
0 0
0 1,035
0 383
413
531
544
3,297
1618
4 29
0 2
2 11
5 5
2 1
60 1671
266
506
0 46
510
254
266
279
284
265
2,676
1672
8 44
0 4
4 22
8 8
4 2
104
1673
353
0 0
0 746
0 319
340
393
403
2,554
1674
1,417
0 0
0 494
0 926
933
437
442
4,649
1675
101
572
0 52
49 288
105
106
50 23
1,346
1676
8,121
0 0
0 28,729
0 4,945
4,936
1,769
2,139
50,639
1713
817
0 0
0 4,028
0 1,168
1,261
1,962
2,078
11,314
1714
248
2,125
0 215
86 1,164
362
363
139
12 4,714
1715
406
0 0
0 420
0 333
337
252
276
2,024
1716
558
29 0
13 720
4 491
497
412
454
3,177
Friday, December 02, 2005 D ? Page 5 of 5
Total Trip Ends By OCTAM TAZ
Analysis Year:
2002
Reference Number: 01232
Runld:
Try10
Build Date: 10/13/2005
Land Use:
Try10
Build Time: 12:00:00 PM
Network:
ExVa07
Modeler Archie Tan
OCTAM
TAZ
NO Attr
NO Prod
NSch Attr
NSch Prod
NW AM
NW Prod
00 AM
00 Prod
OW Attr
OW Prod
Total
2327
1,039
12 0
1 1,572
9 854
895
873
893
6,148
2336
7,068
0 0
0 9,375
0 5,649
5,884
5,336
5,483
38,794
2337
3,764
0 0
0 2,820
0 2,668
2,735
1,850
1,879
15,716
2338
3,240
0 0
0 5,118
0 2,667
2,809
2,821
2,874
19,528
2339
660
0 0
0 1,366
0 617
649
722
755
4,769
2340
1,548
0 0
0 2,914
0 1,370
1,445
1,562
1,612
10,450
2341
1,457
0 0
0 2,313
0 1,272
1,319
1,274
1,343
8,978
2375
34 220
0 13
22 74
39 39
18 12
471
2377
19 141
396
8 80
37 30
33 41
36 821
2381
2,596
5,248
340
532
1,372
2,667
2,154
2,182
1,146
870
19,105
2393
455
3,065
1,166
244
375
1,205
544
551
301
162
8,069
2399
5 42
0 3
5 21
8 8
4 2
99 2401
991
3,037
0 217
390
1,270
892
893
386
261
8,337
2402
1,833
4,860
547
415
2,395
2,525
1,939
1,999
1,527
1,238
19,278
2403
2,560
2,991
0 327
6,994
1,545
3,019
3,164
3,658
3,716
27,975
2404
1,144
6,127
0 528
389
2,896
1,248
1,249
491
189
14,261
2405
10,569
5,895
0 465
3,850
1,763
7,477
7,526
3,485
3,230
44,260
2406
596
4,252
0 256
255
1,024
690
691
270
113
8,148
2407
4,816
5,085
384
374
2,146
2,082
3,580
3,611
1,788
1,614
25,480
2408
669
2,224
1,922
185
878
969
703
722
545
464
9,281
2409
5,862
1,894
0 126
1,856
744
3,985
4,000
1,756
1,720
21,943
2410
4,696
10,592
342
794
1,825
3,126
3,988
3,998
1,773
1,301
32,435
2411
2,851
4,127
0 246
765
987
2,179
2,185
854
681
14,876
2412
2,396
8,037
0 594
780
2,318
2,200
2,205
888
512
19,931
2413
3,587
7,311
10 452
1,772
1,802
2,953
2,978
1,464
1,207
23,537
2414
3,611
8,574
0 605
1,220
3,394
2,946
2,954
1,244
912
25,460
2415
2,552
4,983
0 292
722
1,165
2,004
2,008
787
607
15,121
2416
1,212
3,241
671
260
499
1,424
1,052
1,058
474
335
10,223
2417
406
2,267
0 149
329
751
475
475
249
177
5,278
2418
4,004
13,350
560
929
2,233
5,564
3,834
3,863
1,897
1,320
37,554
2419
684
2,650
2 185
823
985
716
733
519
436
7,733
2420
1,869
1,048
0 76
2,883
418
1,650
1,718
1,614
1,629
12,903
2421
1,311
2,040
282
163
499
884
1,076
1,078
452
418
8,202
2422
1,020
6,940
1,844
577
1,045
3,491
1,475
1,489
835
450
19,166
Friday, December 02, 2005 b. rd Page 1 of 2
Analysis
Year:
2002
Reference Number:
01232
Runld:
Tryl0
Build Date:
10/13/2005
Land Use:
Tryl0
Build Time:
12:00:00
PM
Network:
ExVa07
Modeler-
Archie Tan
OCTAM
TAZ
III) Attr
HO Prod
OSch AM ON Prod
NW Attr
NW Prod 00 AM
Oil Prod
OW Attr
OW Prod
Total
2423
1,433
1,535
0 133
1,547
600
1,419
1,416
892
1,102
10,075
2424
4,689
2,482
0 189
5,412
1,089
3,969
4,075
3,211
3,284
28,399
2425
12,269
0 0
0 6,608
0 8,418
8,537
4,849
4,967
45,647
2426
3,312
0 0
0 3,973
0 2,594
2,690
2,309
2,376
17,254
2427
1,648
0 0
0 2,803
0 1,492
1,544
1,526
1,624
10,636
2428
1,428
4,042
30 289
1,229
1,762
1,423
1,445
872
694
13,213
2429
1,748
312
0 20
511
134
1,158
1,164
502
490
6,038
2430
456
3,729
0 248
179
1,365
575
575
207
70 7,404
2431
326
2,239
0 153
146
848
364
364
149
68 4,656
2432
639
3,980
0 240
301
1,352
755
755
293
160
8,476
2433
460
3,598
0 220
266
1,383
634
636
264
107
7,568
2435
969
7,020
438
439
551
2,522
1,171
1,176
504
252
15,041
2436
1,555
4,076
0 245
442
1,352
1,286
1,289
486
355
11,085
2437
1,320
2,270
1,035
146
869
769
1,122
1,135
638
560
9,863
2438
701
6,262
0 365
250
2,131
950
951
317
83 12,011
2439
72 708
0 57
23 308
110
110
37 3
1,428
2440
653
5,254
528
321
358
1,771
813
817
331
156
11,002
2442
92 639
0 43
41 240
103
103
42 19
1,322
2444
103
756
0 47
45 260
118
118
46 21
1,514
2445
172
1,274
0 77
74 429
198
198
75 34
2,531
2447
506
0 0
0 764
0 469
476
424
469
3,107
2786
49 314
0 24
22 131
53 53
23 10
678
Friday, December 02, 2005 ^. q Page 2 of 2
Total Trip Ends For City Of Newport Beach
Analysis Year: 2002 Reference Number: 01232
Runld: Try9 Build Date: 10/13/2005
Land Use: Try9 Build Time: 12:00:00 PM
Network: ExVa07 Modeler. • Archie Tan
Ho Attr HO Prod HSch Attr OSch Prod OW Attr HW Prod 00 Attr 00 Prod OW Attr OW Prod Total 115,052 165,256 8,990 11,756 88,446 61,128 96,363 98,005 60,741 55,488 761,226 Saturday, March 18, 2006 Page 1 of 1
APPENDIX E
HOME -WORK TRIP MODE CHOICE DATA FOR THE CITY OF NEWPORT BEACH
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APPENDIX F
ORIGIN -DESTINATION SURVEY DATA FOR TRIPS ORIGINATING IN
THE CITY OF NEWPORT BEACH
O-D SURVEY: TRIPS BY PURPOSE ORIGINATING IN NEWPORT BEACH Sum of Trips
Trip Type
Destination City2
Home to
Other
Home to
Shop
Home to
Work
Other to
Other
Other to
Work
Work at
Home Only
TOTAL
Anaheim city
956
2,302
420
163
3,841
Bellflower city
385
385
Beverly Hills city
1,073
1,073
Brea city
368
368
Buena Park city
187
136
323
Corona city
705
208
104
1,017
Costa Mesa city
10,565
2,680
6,0981
6,307
4,795
223
30,668
Coto de Caza CDP
169
169
Cypress city
159
159
Dana Point city
441
441
El Monte city
163
163
Fontana city
223
223
Fountain Valley city
690
1,073
758
239
2,760
Fullerton city
306
306
Garden Grove city
453
1,239
681
2,373
Hesperia city
163
163
Huntington Beach city
2,819
826
1,403
708
728
6,484
Irvine city
4,462
1,443
5,331
3,036
6,303
20,575
LAC Habra Heights city
135
135
LAC Verne city
285
285
LAC una Beach city
534
954
797
737
973
3,995
LAC una Hills city
522
789
134
1,445
LAC una Niguel city
406
806
1,212
Long Beach city
513
386
159
1,230
2,288
Los Angeles city
163
223
386
Malibu city
28 28
Mission Viejo city
524
388
912
Newport Beach city
56,407
10,799
11,529
19,328
15,677
1,034
114,774
Orange city
1,043
422
1,465
Pico Rivera city
453
453
PLACcentia city
187
223
410
Port Hueneme city
208
208
Rancho Cucamonga city
847
847
Rancho Santa Margarita city
453
453
Redondo Beach city
511
223
734
Rossmoor CDP
126
126
San Bernardino city
416
416
San Clemente city
494
194
688
San Juan Capistrano city
539
539
Santa Ana city
2,064
900
4,286
1,258
2,102
10,610
Seal Beach city
223
223
Tustin city
560
928
603
583
2,674
Tustin Foothills CDP
409
409
U LACnd city
847
847
West Covina city
1,067
1,067
Westminster city
305
275
580
Yorba Linda ci
172
137
309
TOTAL
84,897
17,602
44,000
34,957
37,133
1,420
220,009
NEWPORT BEACH
56,407
10,799
11,529
19,328
15,677
1,034
114,774
ADJACENT CITY
18,380
5,903
13,629
10,788
12,799
223
61,722
NORTH ORANGE COUNTY
4,663
900
10,938
3,529
3,795
163
23,988
SOUTH ORANGE COUNTY
2,350
0 4,690
737
1,165
0 8,942
LOS ANGELES COUNTY
1,337
01 1,773
159
3,593
0 61862
SAN BERNARDINO COUNTY
847
01 1,233
416
0 0
2,496
RIVERSIDE COUNTY
7051
01 2081
01 104
0 1,017
VENTURA COUNTY
2081
01 01
01 0
0 208
U:1UcJobs1004601specialstud iesl[Orig in-Destination_Survey.xls]DestinationsPT F,3
THIS PAGE INTENTIONALLY LEFT BLANK
FY,
APPENDIX G
ORIGIN -DESTINATION SURVEY DATA FOR TRIPS DESTINED FOR
THE CITY OF NEWPORT BEACH
0-D SURVEY: TRIPS BY PURPOSE DESTINED FOR NEWPORT BEACH Sum of Trips
Trip Type
Origin City
Home to
Other
Home to
Shop
Home to
Work
Other to
Other
Other to
Work
Work at
Home Only
TOTAL
Aliso Viejo CDP
144
144
Anaheim city
345
2,096
100
163
2.704
Artesia city
513
513
Bellflower city
385
385
Buena Park city
99 99
Corona city
542
208
163
913
Costa Mesa city
12,130
4,869
5,922
4,920
4,741
32.583
Coto de Caza CDP
169
169
Covina city
1,067
1,067
Culver City city
260
260
Cypress city
159
296
500
956
Dana Point city
776
776
El Monte city
163
163
Fontana city
223
223
Fountain Valley city
163
768
1,073
'2,004
Fullerton city
135
306
441
Garden Grove city
545
1,101
107
1,753
Hesperia city
163.
163
Huntington Beach city
2,094
326
2,355,
108.
906
5,788
Irvine city
4,827
934
5,274
2,293
7,542
20,870
La Habra Heights city
135
135
Laguna Beach city
1,217
1,529
247
266
3,260
Laguna Hills city
611
1,189
1,800
Laguna Niguel city
247.
1,072
1,319
Lakewood city
983
983
Long Beach city
1,105
159
1,265
Los Angeles city
163
354
670
1,187
Mission Viejo city
355
248
602
Newport Beach city
56,407
10,799
11,529
19,328
15,677
1,034
114,775
Ontario city
353
353
Orange city
530
100
475
1,105
Pico Rivera city
453
453
Placentia city
187
172
360
Pomona city
285
285
Port Hueneme city
208
208
Rancho Cucamonga city
847
847
Rancho Santa Margarita city
453
453
Redondo Beach city
511
223
735
San Bernardino city
416
416
San Buenaventura Ventura) c
200
200
San Clemente city
494
194
688
San Juan Capistrano city
539
306
845
Santa Ana city
1,392
447
4,558
753
3,455
10,605
Santa Fe Springs city
79 79
Seal Beach city
223
223
Tustin city
723
1,456
126
315
2,620
Upland city
847
847
Westminster city
275
305
341
920
Yorba Linda city280
1371
3841
1 800.54
TOTAL
84,479
18,051
48,778
30,083
37,753
1,197
220,342
NEWPORT BEACH
56.407
10,799
11,529
19,328
15,677
1.034
114,775
ADJACENT CITY
20,269
6,1297
15,080
7,569
13,455
0 62,501
NORTH ORANGE COUNTY
3,038
610
10.168
2,612
5,515-
163
22,106
SOUTH ORANGE COUNTY
2,035
0 6,050
126
1.206
0 9,417
LOS ANGELES COUNTY
934
513
4.733
285
908
0 7,373
SAN BERNARDINO COUNTY1
8T471
01 1,0101
0 9921
01 2,849
RIVERSIDE COUNTY
5421
01 2081
163
0 01
913
VENTURA COUNTY
407
0 01
01 01
01 407
U:\UcJobs''\004601specialstudiesl[Origin-Destination_Survey.xls]OriginsPT w-A
THIS PAGE INTENTIONALLY LEFT BLANK
6 `f
ITJ�.I7�Cl
SHOULDER SEASON 2001/2002 DAILY TRAFFIC COUNT DATA
Location surf
egment N/O C
lient CITY
Interval
Begin AM
12.00 30
12:15 17
12:30 12
12:45 15
01:00 12
01:15 12
01:30 10
01:45 13
02:00 10
02.15 7
02:30 4
02:45 5
03:00 7
03:15 4
03:30 0
03:45 6
04:00 ' S
04:15 8
04:30 10
04:45 16
05:00 21 1
05:15 23
05.30 44
05A5 72
06:00 96 6
06:15 136
06:30 169
06.45 252
07-(10 222 1.3
07:15 326
07:30 382
07:45 394
08 00 356 1,3
08:15 354
08:30 296
08 45 313
09:00 241 8
09:15 216
09.30 214
09:45 172
1000 161 6
10.15 178
10-30 164
10 45 178
11'00 170 6
11.15 178
11 30 138
11 45 165
otals 5.854
_plit 639
^dy Tt+(els I2,
'ay Splits 5
Peak Ilour 07:30
Volume 1486
actor 0.94
Data File ' DO111009
ICI UK A V CI`I U C
OAST HIGHWAY
NEWPORT BEA
NB
PM
74 162 696
154
197
183
47 198 754
170
178
208
26 167 758
192
201
199
17 192 789
196
195
206
39 206 743
178
175
184
60 176 660
166
164
154
53 168 503
138
93 104
24 84 373
99 92
98 19 78 348
88 90
92 43 115 387
108
78 86
81 84 302
78 66
74 71 68 226
53 50
55 6,539
45.5 393
2.7 03:15
803
0.97 1820 E. Garry Avenue, Ste. 116
Santa Ana, CA. 92705
SB
AM
PM
19 68
176
684
23 156
16 166
10 186
4 30
172
. 695
9 174
8 190
9 159
6 21
185
707
7 166
6 170
2 186
5 22
199
886
6 247
5 226
6 214
7 32
268
1,152
8 266
8 318
9 300
11 83
354
1,165
14 297
22 270
36 244
38 291
232
802
54 223
87 190
)12
157
149
579
132
498
132
I06
146
128
153
122
136
533
106
382
130
94 136
88 131
94 120
502
91 397
118
98 138
124
126
84 130
512
86 292
114
75 124
72 144
59 158
629
63 190
144
46 152
44 175
37 3.302
7,840
36.1 54.5
I I.IJ2
47.3 11:00 04:30
629 1.269
0.90 0.90
H3
Combined
AM
PM
49 142
338
1,380
40 310
28 363
25 369
16 77
370
1,449
21 344
18 368
22 367
16 47
352
1,465
14 358
10 371
7 384
12 39
391
1,675
10 443
5 421
12 420
12 71
474
1,895
16 444
18 493
.25
484
32 243
530
1,825
37 463
66 434
108
398
134
944
400
1,305
190
361
256
283
364
261
370
1.903
216
861
458
205
528
220
547
220
492
1,852
184
730
484
182
432
178
444
186
361
1,345
206
784
334
206
352
202
298
170
291
1,193
170
594
292
153
288
138
322
133
328
1,300
131
416
322
99 310
94 340
92 9,156
14,379
23,535
07:30 04:30
2.051 1,970
0.94 0.93
Site: EWPORT BCH
Date: 1 GO 1 /01
Day: Wednesdav
✓N6
Location :
W/O VIA
LIDO
N/B
CITY OF NEWPORT BEACH
Wco:
CLEAR
TRAFFIC ENGINEERING DIVISION
Site Code : NEWPORT BLVD
Counter :
0023
3300 NEWPORT BLVD. P.O. BOO( 1768
Start Date: 03/13/94
JANUS File:
STMSOODI
NEWPORT BEACH, CA. 92659.1768
File I.D. :
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am
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210
244
227 566
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Totals 0 0 18528 24097 2�.l♦ 25124 15103 0 25428
X Avg. UkDa
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95.9% 105.4%
X ,'g. Day
.0% .0% 72.8%
94.7% 104.1%
59.4% .0%
AM Peak
11:00
08:00 O8:DO
08:00
08:00
08:00
1458
1666 1644
1655
1820
1710
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04;00
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1740 1556
1806
1862
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Location
M/O VIA
LIDO
S/8
GITT OF NEVPORT
TRAFFIC ENGINEERING
BEACH
DIVISION
Site Code : NEWPORT
Wee_
CLEAR
CLEA
3300 NEWPORT BLVD. P.O. BOX 1768
Start Date: 02/27/94
Counter
HELIPORT BEACH, CA.
92659 1768
Fite I.O.
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JAZ 5 File:
ST00001
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1661
•+*••*•• "•""""" aa++a+
2:00
•
•
1602
1675
1705
1661
!
•
1760
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3.00 1769
1744
1766
1760
1829
04:D0
•
•
186E
i821
1798
1829
•
•
2052
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0:00
*
•
2102
1996
2058
2052
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+
2021
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6:00
+
2007
2022
2035
2021
•
r
1653
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7:00
•
1752
1615
1592
1653
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•
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0:00
`
•
1241
1114
1394
1250
•'
,
1108
••"•^"""'ra •►+a•r. ar►•+rr
n9:00
•
•
1031
i010
1282
1108
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793
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+
389
.3
552
1.38 25789
9855
D
25905
Totals
0 0
17747
25581
W&I
Avg. Wkba
.0%
.0%
68.8%
99.1%
102.2%
38.9%
.0%
q. Day
I
.0%
O%
68.5%
98.7%
101.7X
11:00
11:00
11;00
11:00
11:00
1769
Peak
1893
1666
1780
1749
-'Peek
05:00
06:00
05:00
05:00
12:00
05:00
2052
2102
2022
2058
2052
i934
)Ts
K5
Location RIVE
Segment N/O C
Client : CITY
Interval
Begin AM
12:00 3
12:15 9
12.30 6
12A5 5
01!00 3
01:15 1
01 30 1
01-45 1
02:U0 1
02-15 3
02:30 2
02:45 2
03:00 2
03:15 1
03:30 4
03A.; 4
04.UU 2
04:15 2
04.30 1
04:45 2
05:00 0
05:15 0
03:30 2
05:45 0
06:00 2
06:15 8
06:30 10
06:45 12
07:00 20 1
07:15 25
07:30 29
07-45 38
08 00 48 3
08:1 i 64
08:30 114
O8.45 III
09:00 62 2
09: 15 69
09:30 66
09a5 58
WOO 66 2
10! 15 68
10:30 68
10:45 64
11:00 57 2
11: 15 70
11:30 74
1 1:43 58
Totals 1,318
split",., 46.9
nay Totals 4.
Day SPUS
Peak Your 08:30
Volume 356
Factor 0.78
Daia File : D0I 11011
KSIUt AVtNUt
OAST HIGHWAY
NEWPORT BEA
SB
PM
23 69 328
79 80
100
6 74 364
113
91 86
8 90 398
124
109
76 II 73 391
95 90
133
7 85 400
94 119
103
2 109 451
102
122
118
32 117 452
135
108
92 12 84 245
60 63
38 37 40 120
24 30
26 55 35 146
32 33
46 66 45 141
26 38
32 59 22 65
23 10
10 3,501
59.3 819
55.3 05:30
492
0.91 Transportation Studies, Inc.
1920 E. Garry Avenue. Ste. 116
Santa Ana, CA. 92705
NB
AM
PM
8 21
91 335
7 61
6 93
0 90
3 15
73 311
1 83
5 73
6 82
3 11
96 332
3 93
2 72
3 71
2 8
88 330
2 72
2 96
2 74
3 5
85 315
0 76
0 82
2 72
2 8
87 327
2 92
1 88
3 60
1 20
36 152
7 40
4 56
8 20
12 122
30 68
24 34
38 1
48 3
66 352
11 62
100
12 114
18 72
21 74
308
7 34
84 2
78 5
72 20
89 333
19 85
70 24
91 18
83 24
64 288
20 56
75 15
72 9
77 12
1,491
2,407
53.1 40.7
3.898
44.7 08:15 Ot:30
360 344
0.79 0.90
Nko
Combined
AM
PM
11 44
160
663
16 140
12 173
5 190
6 21
147
675
2 196
6 164
7 168
4 19
186
730
6 217
4 180
5 147
4 19 .
161
721
3 167
6 186
6 207
5 12
170
715
2 170
1 200
4 175
2 l0
196
778
2 194
3 210
3 178
3 52
153
604
15 175
14 164
20 112
32 234
114
313
49 94
67 64
86 41
114
689
51 182
164
36 228
48 183
47 136
563
42 180
153
34 144
38 130
66 155
599
64 226
138
50 159
56 147
56 121
547
42 121
145
38 146
19 135
22 2.809
5.908
K.717
08:I5 05:00
711 778
0.78 0.93
Site: EWPORT BCH
Date: 10i31 /O t
Day: Wednesday
1820 E. Garry Avenue, Ste. 116
Santa Ana,
CA 92705
MACARTHUR
BOULEVARD
Location
N/OCAMPUS
DRIVE
S ment
C :nt
CITY NEWPORT
BEA
File:
Combined
i—raat
NB
AM
SB
PM
AM
PM
Bcgm
AM
65 PM
316
1,241
13 46
307
1,251
34 Ill
623
2,49
2'00
21 12
309
25 599
2-15
13 290
10 307
30 637
637
12:30
20 330
II
328
22 633
11 II
305
5 21
287
1,123
13 50
609
2,310
Ioo
8 29
3..2
1.187
8 567
I I S
3 289
5 278
la
603
of 30
9 299
5 30a
15 531
I'45
9 277
6 13
31 254
242
1,002
23 58
526
2,136
2Ou
10 27
284
IJ34
12 520
02:15
7 286
5 234
14 5 62
^2:30
6 278
8 2
9 528
2:45
4 286
5 5
22 42
242
262
1,112
14 46
549
2,228
V3:00
9 24
287
1,116
5 540
03: I S
2 262
3 278
13 543
3 30
9 273
4 270
302
14 596
3:a�
4 52
294
349
1,295
10 8
86 288
1,461
14 139
637
2,756
04:00
6 6
314
12 370
18 694
4: 15
303
24 383
40 686
430
16 42
420
66 749
04:45
24 37
216
329
408
1,372
42 298
421
1.705
79 514
829
3,077
nj 00
64 452
97 850
5 15
33 398
74 398
138
722
.5-30
64 324
118
434
200
676
0;:4;
82 242
576
289
824
189
985
527
1.530
a:00
78 409
238
706
111
233
405
6:1i
96 185
137
220
254
J25
0630
95 146
159
179
309
273
^p 4:
140
137
431
169
204
1.181
136
112
401
399
2.292
252
832
700
195
I,III
140
302
108
546
201
U7'15
244
93 312
107
618
207
07.311
306
100
74 729
172
7-45
366
98 86
339
363
358
1,407
70 298
727
2.726
156
637
8 00
369
1,319
74 739
168
08:15
338
94 401
76 626
157
d.3u
308
81 318
78 634
156
S:45
304
908
78 86
343
330
292
1,102
60 277
523
2.010
146
620
0900
231
282
86 514
197
n9 15
232
III
248
69 474
145
J:30
226
76 280
62 499
132
9:45
219
70 77
236
214
968
66 242.
440
1,895
143
478
10:00
226
927
238
78 493
141
245
63 260
55 478
113
r3u
218
56 39
256
a3
494
81 IU:45
238
236
1,095
43 143
247
1.158
23 86
a83
2.153
66 129
Hi I i
269
54 270
24 539
78 11:30
287
26 319
20 606
46 11:45
303
10 322
6,896
19 9,782
625
13,078
3`7
19.325
T i1i
6,192
9,543
S rto
47.3 49.4
52.7 50.6
I>a� fulith
I5,725
i t,.iS7s
12,401
C tipins
48.5 51.5
Pcak Hour
07.45 04:45
07:45
05:00
1,705
07-45
2,821
04:45
3.150
Volume
1,381
1.459
1,440
0.90 00.1
0.95 0.93
F .or
0.94 0.89
Jaw file
S902SO01
Site: EWPORT BEAC
Date: 10/31/01
DOI10199
Day: Wednesday
t
1820 E. Garry Avenue, Ste. 116
Santa Ana,
CA. 92705
Location
VON KARMAN AVENUE
Segment
N/OCAMPUS
DR3VE
Client
NEWPORT BEACH
'SB
NB
Cornhined
Inter d
PM
AM
PM
AM
PM
l3rgtn
AM
2 7
147
609
3 19
325
1,2 80
12 00
I 12
176
671
6 328
I =. I 1;4
182
2 146
5 288
12 30
5 154
0 134
5 339
1=.45
2 157
3 1
5 182
154
612
2 8
356
1,262
01.00 1 3
202
650
0 340
OI.I�
0 182
p
158
2 290
01.30 0
142
2 148
4 276
01 41;
2 1.4
2 1
3 152
128
420
1 4
236
853
02 00
0 1
108
433
0 215
02.15 0
106
0 109
2 211
02.30 1
126
1 85
191
0: 45
0 93
1 1
5 98
106
425
1 1
8 855
03:00
0 3
108
430
214
03.15 0
114
0 96
4 202
03.30 I
108
3 94
3 229
03.4;
2 100
1 7
129
94 509
2 12
234
1,117
0400
1 5
140
608
1 2
256
0-1 13
I
154
1 102
5 300
04.3U
2 154
3 146
3 327
0-1 45
1 160
2 5
44 167
187
744
10 69
433
1,580
05.00 5 25
246
836
12 416
05 1;
4 242
8 174
17 393
U: 3tt
4 214
13 179
30 338
U4 43
12 134
18 24
178
204
163
499
42 278
309
936
01. Oil
18 100
146
437
43 255
p6 15
14 127
29 128
�
75 206
06 3tt
27 84
48 12-
118
166
Ob 49
41 80
77 94
640
86 64
220
132
923
475
0- 0t1
38 283
72 255
186
136
0'l5
56 76
130
54 257
108
07 _0
83 56
174
52 348
101
0- 43
106
51 242
281
910
50 44
136
3633
1,357
888
293
Ors 00
82 447
44 157
328
08 1�
91 54
237
24 70
08 30
136
38 218
32 354
57 08 45
138
21 174
483
36 18
59 312
289
905
195
09-00
147 422
30 126
142
38 09.1;
105
24 131
13 236
09 10
106
40 108
14 214
54 09 4
64 32
102
14 166
46 398
113
I 00
72 306
19 67
70 321
20 46
142
b27
Iv I:
70 19
86 9
156
I (., ;tt
74 17
81 7
155
24 90
12 84
10 174
22 10 4;
II GU
100 568
7 30
100
472
11 21
200
1,040
18 51
I. I:
128
12 108
4 236
16 158
5 120
5 278
10 II 3u
11 45
182
6 144
3,075
1 4,300
376
5,250
7 9,000
'orals
2,175
4,700
ipliCo
41.4 52.2
58.6 47.8
':)4s Towls
6,675
7,375
1)4y Spirts
48.2 51.8
.,ejk Hour
1I 00
0445
07:45
05:60
07:45
1,393
05:00
1,580
ulumc
568
862
978
0.87 744
0.91 0.96
0.91 rattur
0.78 0.88
Daa Pile
00110199
Site: EWPORT BCH
Date: 1 1 /06/01
Day: Tuesday
1820 E.
Garry Avenue, Sic.
116
Santa Ana,
CA. 92705
Site: EWPORTBCH
.ocation
JAMBOREE ROAD
Date: I1/06/01
rent
N/O CAMPL-,S DRIVE
11 NEWPORT
BEACH
Combined
Day: Tuesday
n:'wal
NB
PM
AM
SB
PM
AM
PM
login
AM
42 145
456
1,614
17 65
336
1,475
59 210
792
3,089
?:00
38 380
lb
385
54 765
I_' 30
29 408
16 338
45 746
12.4;
36 370
16 416
52 25
93 786
730
2.954
00 17 61
360
1,456
8 32
370
1.498
I;
12 377
8 396
20 773
01:30
16 323
8 356
24 679
.4;
16 396
8 25
376
330
1,313
24 62
772
2782
::00
10 37
408
1,469
6 16
6 675
02 Is
13 337
3 338
20 653
^030
10 342
10 111
10 716
A 5
4 382
6 6
24 334
308
1,324
18 56
688
2.900
W 01)
12 32
380
1.576
11 722
03:15
7 384
6 338
16 779
:3u
9 422
7 356
9 712
:4i
4 390
5 7
63 322
318
1.621
19 103
714
3.226
04:OU
12 40
396
1,605
27 807
11 378
16 429
1;
8 395
14 394
22 789
.3U
044.S
9 436
26 50
367
480
513
2,212
35 66
494
916
1,073
4,310
01:00
16 127
560
2,098
103
1,219
1i
25 599
78 631
129
1,001
-- :311
34 484
94 517
197
1,017
05:4 i
52 466
448
1.675
145
126
782
551
438
1.419
178
1,131
8886
3.094
:00
52 349
184
376
248
52 15
64 476
189
304
282
684423
06:3u
93 380
283
3D1
672
^• 4;
140
191 1,130
371
328
1,083
326
1,672
228
688
517
2.802
556
1,771
00 U/:15
216
278
366
162
582
07 30347
255
482
154
829
409
4i
376
222
498
144
874
366
00 438 1,461
202
779
531
2,180
101
546
969
3.641
363
1.325
IK I
374
203
490
134
864
337
30 334
182
592
113
926
2 95
45 315
192
567
138
892
330
09:00
283 1,052
206
707
544
1.746
120
415
827
2.798
326
1,122
^'1:IS
266
190
398
104
664
294
30 278
163
402
104
680
267
.d45
- 225
148
402
87 627
235
242
680
1(i.0U
258 1,011
164
418
322
1,310
78 262
580
2.321
.15
237
86 324
74 561
160
•30
242
90 328
52 570
142
IU 45
274
78 336
58 610
136
':00
294 1,335
78 222
339
1,438
40 118
633
2,773
118
340
li
314
44 330
29 644
73 .
11.30 368
56 349
19 717
75 I1 ;5
359
44 420
30 779
74 !,
6,780
14.702
9,704
12.891
16,484
27,593
k
-q '
41.1 53.3
58.9 46.7
,
I)aY IOIa IS
21,482
22.595
44,077
I): Splits
48.7 51.3
Pcuk Hour
07:30
05:00
:0815
05:00
2 08:00
3,641
05:00
4,310
Volume
1.535
2,098
2,193
2 12
0.94 0.88
F. )r
0.88 089
0.93 0.88
1N'
U31a File :
DOI 10200
1 1�
.ovation INVIN
•egment S/O 22
'Itent NEW
ntenal
{�gm AM
1200 6
12:15 12
12.30 7
12 45 2
UI:Wt 4
01'li 4
01.3t1 6
01:45 5
02:O() 5
02:1i 2
02:3o 3
U2 45 2
03:00 4
U3.13 2
03:30 3
03:45 4
04:00 7
04 l i 6
04.31- 7
U4 45 14
U5.U" 18
05:15 26
03.311 33
0-5 45 50
06:00 60
06 15 82
06.30 128
06.45 176
07.00 194. I,
07.15 292
0".30 384
07:45 442
08:00 390 I,
ox.II 412
UN 30 290
U8 4: 274
09) 0u 216
09,15 179
09-3U 162
011A 184
10 UO 148
W.15 162
10:3U 159
1045 161
11.0u 154
11 15 162
11-30 178
11 45 182
rn[al; 5,393
;pin"a 57.0
.)a) lu[uls Q
Day �pl,ts
Peak Hour 07:30
V,rlurr><• 1,628
Fach,r 0.92
Data File : S9075001
t AVtNUt
ND STREET
ORT BEACH
NB
PM
27 176 903
210
202
215
19 240 876
218
220
198
12 194 792
190
180
228
13 281 915
226
204
204
34 230 854
202
218
204
127 238 922
262
202
220
446 197 600
144
137
122
302 112 395
86 103
94 366 76 312
82 74
80 741 74 .260
74 60
52 630 42 134
32 34
26 676 33 75
14 16
12 6.938
40.3 '331
46.2 02:45
939
0.84 1820 E. Gany Avenue, Ste. 116
Santa Ana, CA. 92705
SB
AM
PM
16 48
300
1,017
19 268
8 225
5 224
9 26
210
875
7 226
6 209
4 231
5 11
242
1,025
1 224
3 274
2 285
4 14
236
1,038
3 234
2 264
5 304
2 26
319
1,417
6 326
5 360
13 412
7 84
358
1,723
21 442
15 473
31 450
33 300
444
1,369
45 364
92 309
130
253
132
740
208
698
214
190
228
159
166
141
204
723
118
414
158
114
167
82 194
100
164
648
90 344
178
110
148
64 158
80 162
585
81 228
144
64 132
45 147
38 206
859
40 122
190
32 736
32 225
18 4,064
10.270
43.0 59.7
14.334
53.8 11:00 05:15
859 1,8U9
0.90 0.96
H0
File:
Combined
AM
PM
22 75
476
1,820
31 478
15 427
7 439
13 45
450
1,751
11 444
12 429
9 429
10 23
436
1,817
3 414
6 454
4 $13
8 27
517
1,953
5 460
5 468
9 508
9 60
549
2,271
12 528
12 .
578
27 616
25 211
596
2,645
47 704
58 675
81 670
93 746
641
1.969
127
508
220
445
306
375
316
2.042
320
1.093
506
276
612
262
608
235
594
2,089
194
726
570
146
457
156
468
I80
38o
1.389
164
604
357
184
310
124
342
132
310
1.215
123
362
306
96 291
79 308
64 360
1.535
73 197
352
46 416
48 407
30 9,457
17,208
07:30 05:13
2,364 2.690
0 97 0.96
Site: EWPORT BCH
Date: 10/30/01
DO110206
Day: Tuesday
1820 E.
Garry Avenue. Ste.
1 16
Santa Ana,
CA. 92705
Location
DOVER DRIVE
gment
N/O
COAST HIGHWAY
File:
,ent
NEWPORT
BEACH
SB
Combined
erval
NB
PM
AM
PM
AM
PM
Begin
AM
45 168
224
1,039
30 85
260
1,136
75 253
484
2,175
12:O0
36 259
27 268
63 527
12:15
12:30
52 267
13 300
65 567
12.45 35
289
IS
15 56
308
278
1,106
S0
45 140
597
562
2,18624
01:O0
30 84
284
I,080
540
01:1;
14 282
10 258
41 544
01:3tt
23 270
18 274
30 540
01:45
17 244
13 6
25 296
23 0
996
21 80
484
2.024
,yY;OU
15 55
254
I ,028
23 492
U2:15
14 230
9 262
18 515
02:3tt
la
274
4 241
18 533
92.43 12
270
6 8
21 263
260
1.112
16 45
538
2.257
03:00
8 24
278
1,145
9 529
03:15
4 247
5 282
13 553
03:30
7 283
6 270
7 637
03:45
5 337
2 7
28 300
270
1,058
1s
49 58866
2.350
04:01)
6 21
316
1,292
564
1)4:15
8 326
6 238
9 638
)4 30
5 352
4 286
13 562
04.43 2
299
11 17
136
264
273
1,120
21 162
621
2,478
05:00
4 26
348
1,358
23 603
)i:lj
3 324
20 2 79
)5 30
10 342
50 310
60 652
05:4j
9 344
49 258
58 602
)6:09)
i5
101
405
1,439
62 450
237
777
77 551
2.216
22 348
86 192
108
$42
)U: I i
116.)1)
26 384
129
194
155
578
O(1.44
38 302
173
154
211
456
)7 Uu
40 241
278
942
189
962
144
522
229
1,203
422
1.404
)':1:
56 253
262
140
318
393
07:30
55 218
263
126
318
344
)7 45
90 193
248
112
338
305
)8:00
120
606
212
662
210
1,027
82 435
330
1,633
294
1.097
ON: I�
130
194
259
93 389
287
18 30
168
135
266
104
434
239
)8:45
188
121
292
)56
480
277
U9:00
180
809
87 363
272
953
114
361
452
1.762
201
724
09:15
185
88 216
101
401
189
)9: 30
174
102
219
68 393
170
)):4>
270
86 246
78 516
164
10:011
220
889
108
428
198
892
60,
1?a
418
1.781
168
602
lo.14
230
134
205
48 435
182
:U_3u
203
102
250
32 453
134
lu 4<
236
84 239
34 475
118
II:01,
220
916
100
265
202
942
32 93
422
1.858
132
358
15 234
71 220
27 454
98 .1
11:30
236
50 256
24 492
74 114;
226
44 264
10 490
54 :uls
3,940
11.041
5.577
8,890
9.517
19,931
tt•;,
41.4 55.4
58.6 44.6
Day 1'01als
14,981
I4,467
?V,aaB
! y Splits
50.9 49.1
im,a08:15
Hour
1926
12:15
11:00
1,858
05:15
2,499
vul
`'olumc
926
1.49t05:45
1,481
1,089
1,154
0.94 0.96
!' :wr
0.98 0.91
0.93 0.94
u
1 1
Data File :
S309S002
f I
Site: EWPORT BCH
Date: 1 1 /01 /01
D0]11013
Day: Thursday
1820 E. Garry Avenue, Ste.
116
Santa
Ana.
CA. 92705
Location
JAMBOREE
ROAD
Segment
E.BLUFF
DR/FORD
TO SAN
JOAQUIN
Client
CITY
NEWPORT BEA
Combined
Interval
NB
-
AM
SB
PM
AM
PM
Begin
AM
32 129
PM
.374
1,511
30 90
388
1.616
62 219
762
3,127
12:00
12:15
32 400
31 389
63 789
12:30
43 330
18 428
61 758
12:45
22 407
II
411
33 818
01-00
15 39
388
1,508
10 38
368
1,483
25 77
756
2.991
01:15
8 402
8 313
16 715
01:30
12 338
II
420
23 758
01 45
4 380
9 382
13 762
02:00
12 36
397
1.616
7 33
356
1,455
19 69
753
3,071
02:15
6 366
12 336
18 702
02:30
11 428
3 363
14 791
02:45
7 425
11 400
18 925
03:00
3 23
490
1.799
10 38
474
1,752
13 61
964
3,550
03:15
3 439
12 502
15 941
03:30
7. 461
6 390
13 851
03:45
10 408
10 386
20 794
04:00
10 61
518
1.996
15 87
460
1.828
25 148
978
3,824
04:15
10 462
4 410
14 872
04:30
17 540
24 443
41 983
04:45
24 476
44 515
68 991
05:00
22 206
607
1,955
32 412
552
2.221
54 618
1.159
4,176
05:15
40 514
88 566
128
1.080
05:30
56 479
112
581
168
1,059
0545
88 356
180
522
268
878
06:00
112
624
365
1,120
155
963
430
1,470
267
1,587
779955
2,590
06:15
136
283
194
405
330
688
06:30
152
246
266
345
418
591
06:45
224
226
348
290
572
516
07:00
263
1,653
238
820
308
1,605
258
862
571
3,258
496
1,682
07 15
400
195
359
202
759
397
07 30
510
206
404
201
914
407
07:45
480
191
534
201
1,014
382
08:00
434
1,510
209
816
437
1,729
182
690
871
3.239
390
1,506
08-15
416
200
464
162
880
362
08,30
380
200
396
162
776
362
08:45
280
208
432
184
712
392
09:00
328
1,214
230
816
294
1,341
196
628
622
2,555
426
1,444
09:15
302
254
346
172
648
426
09:30
286
184
327
148
613
332
09:45
298
148
374
112
672
260
10:00
276
1.174
132
421
308
1,252
120
414
584
2,426
252
835
10: 15
270
122
314
110
584
232
10:30
310
83 292
112
602
195
Iu.45
318
84 338
72 656
156
11:00
290
1.387
75 248
326
1,428
54 186
016
2.815
129
434
11:15
332
70 292
52 624
122
11,30
383
58 400
48 793
106
11:45
382
45 410
32 792
77 Totals
8,056
14,625
9,016
14.605
17,072
29,230
split":'.
47.2 50.0
52.8 50.0
Ildt fulab
22.081
23.h2I
46.3U2
Day Splits
49.0 51.0
Peak flour
07:30
04:30
07:30
05:00
07:30
3.679
04:45
4.289
Volume
1,840
2,137
1,839
2.221
0.91 0.93
Factor
0.90 0.88
0.86 0.96
Data File :
D01 10207
�a—
Site: EWPORT BCH
Date: 1013 1;01
Day: Wednesday
1820 E.
Garry Avenue, Ste.
116
Santa Ana,
CA. 92705
Location
JAMBOREE
ROAD
gment
: N/OCOAST
HIGHWAY
:ent
CITY NEWPORT BEA
Combined
...urval
N6
AM
SB
PM
AM
PM
Begin
AM
PM
19 63
273
1.073
120
1,995
12:00
19 57
207
922
33 480
12:15
14 222
19 262
27 503
12:30
14 225
13 278
22 528
12:45
l0
268
12 6
18 260
252
1.077
7 28
498
1.997
OI:UU
I
l0
246
920
2 459
01 15
0 226
2 233
12 532
01.30 6
226
6 306
7 508
0 1: 45
3 2�2
4 4
19 286
266
1,089
8 44
522
2,038
)2:00
4 25
256
949
14 457
02:15
8 205
6 252
IS
521
02:30
9 234
6 287
7 538
32:45
4 254
3 5
21 284
312
1,300
9 35
560
2,286
03:00
4 14
248
986
l0
588
03:15
4 240
6 348
8 594
J3:30
2 268
6 326
g
544
)3:45
4 230
4 3
24 314
354
1,683
8 61
605
2,618
04:00
5 37
251
935
12 650
1a:{5
6 232
6 418
17 661
)4:30
12 232
5 429
24 702
04-45
14 220
10 18
122
482
536
2,091
355
304
785
3,042
05:00
17 182
249
951
59 )5:15
36 265
22 5.60
93 734
)5:30
56 230
37 504
118
698
05:45
73 207
45 60
385
491
384
1,221
142
898
560
1.829
WOO
82 513
176
608
187
468
I(,:15
125
136
62 332
236
427
06:30
118
146
118
281
333
374
96:45
188
150
535
145
136
755
224
215
674
384
2.153
361
1,209
17:00
248
1.399
146
170
505
282
07.13 356
)12
149
150
60$
289
07:30
402
139
206
139
656
277
17:45
392
138
264
250
974
154
597
644
2,303
310
1.234
18:00
394
1,329
156
637
590
305
08:15
364
161
226
144
295
18 30
281
148
256
147
537
+8:45
290
172
242
152
532
324
09:Uo
240
899
168
575
187
813
133
509
427
1.712
301
1,084
09:15
242
168
210
154
452
322
i9:30
199
133
190
120
389
253
I9:45
218
106
226
102
82 300
444
393
1,560
208
186
584
10:00
193
759
104
284
210
801
163
0:15
168
75 184
88 352
U:30
200
51 216
76 416
127
10:43
208
54 191
54 399
108
11 (9)
182
848
47 167
212
972
47 143
394
1.820
94 310
1.15 197
57 230
37 427
94 11 3U
263
33 256
33 519
66 11:45
206
30 274
26 480
56 als
6,071
8,469
4,967
11,757
11,038
20,226
t %
55.0 41.9
45.0 58.1
I)a) fulula
14,540
16.724
31,204
t Splits
46.5 53.3
Peak flour
07:30
02:45
07:45
05:00
07:30
2,498
04:45
3,046
Volume
1,552
1,010
996
2,091
0.93 0.93
0.92 h for
0.97 0.94
0.94 Jaw File :
DOI 11014
JI
Site: EWPORT BCH
Date: 10/31/01
Day: Wednesday
1820 E. Garry Avenue. Ste. 116
Santa Ana,
CA. 92705
Location
NEWPORT
CENTER
DRIVE
Segment
N/O COAST HIGHWAY
File:
Client
NEWPORT
BEACH
$B
Combined
Interval
NB
AM
PM
AM
PM
in Beg
AM
PM
136
585
28 61
162
574
73 298
I,I
12:00
4 12
IS
144
19 1 9
2 12:1i
4 140
l2
122
IS
266
12.311
3 144
7 311
1245
1 165
6 13
26 146
146
539
14 36
294
1,109
01 Uu
1 10
148
570
9 269
01:15
2 142
7 127
7 268
01 :3t1
4 126
3 142
6 278
01:45
3 154
3 1
3 124
155
601
4 II
294
1,104
02:UU
3 8
139
503
243271
02.15 0
107
1 136
1 5
02 31)
4 122
I
149
296
02.45 I
135
p
0 3
161
174
660
1 1
5 270
1,133
03:00
1 2
96 473
0 150
0 279
U3: I ?
0 129
3 174
4 290
03:30
1 116
p
162
0 294
03:45
0 132
4 184
739
1 15
293
1,135
04:00
0 II
109
396
1 4
26b
Ua.l S
3 89
1 177
4 31U
04:30
3 114
1 1
196
182
6 266
u4:as
5 84
1 18
264
832
14 97
358
1.233
US:UO
13 79
94 401
299
05:1?
8 97
3 202
II
28 �96
05:30
22 84
6 212
44 280
05 45
36 126
8 10
41 154
180
549
46 250
255
997
06:00
36 209
75 338
54 230
061;
48 93
6 137
128
4$
21-40030
40 86
8 17
104
102
188
pt,.45
85 468
84 64
211
15 77
90 350
91 545
154
561
0"U0
76 20
96 132
139
07:15
112
43 21
80 131
132
07:30
110
52 21
84 191
136
07 45
170
52 37
114
32 149
84 311
200
774
121
425
08.00 168 626
38 75
109
104
08.1 4;
161
29 32
76 106
105
0B.30
134
29 76
209
05 OK 4?
163
19 76
46 52
205
103
319
175
657
124
395
09 Uu
123 452
21 80
153
102
p9.15
114 �
22 39
137
76 09.30
83 15
54 61
192
93 0y4j
132
18 60
62 323
75 64
163
150
797
80 214
1000
88 474
16 51
50 206
G5
10:1^
126
IS
80 37
10 3u
121
7 84
30 205
IU4;
139
13 97
19 236
32 1100
136 567
11 28
109
505
15 69
245
1,072
26 97
11.1?
138
7 126
12 264
19 11:30
143
3 128
28 271
31 11:4i
150
7 142
14 292
21 Tuuk
2,918
3,746
1.414
5.706
4,332
9,452
Split".,
67.4 39.6
32.6 60.4
1)j) 1'u131s
6.664
7.120
13,784
Day pl i to
48.3 51.7
Peak Hour
07:45
12:30
11:00
04:45
11:00
1,072
04:30
1.233
Volume
633
599
505
0.89 860
0.91 0-92
0.86 Ficior
0.93 0.91
N / q
Dow File :
S920SO02
Site: EWPORT BCH
Date: 11101/01
DOI11015
Day: Thursday
Location : AVOC E
gment N/O C
lent NEW
.,.ien al
Begilt AM
1200 1
12:15 3
12:30 2
12 45 2
01:00 0
01 15 0
01:30 0
01.45 2
02:1rt 1
02 15 0
0230 0
02-45 0
03:00 0
03.15 1
03:30 0
03.45 0
04-U0 0
(14: 15 6
34.30 3
04 45 7
05:00 7
03:1i 12
0530 10
0545 12
J6:00 18 1
7t, l i 28
06 3n 26
06:4i 39
.97:00 56 3
0, 1 i 78
07.30 99
97,4j 137
)T.Ort 108 4
ON I i 104
1S 30 119
)9 4i 138
09.Utt - 114 4
U91.4 117
39:36 93
)94i III
10:(UI 110 4
10:15 III
10.31i 115
lo45 114
11.00 126 4
11 15 98
113tt 104
114i 110
lals 2,342
:ir' 61.2
I)ay I�t.tli 5.
y spins
11rak Hour 08:30
\'alums 488
:tur 0.88
Dau File : S918SO02
ADO AVENU
OAST HIGHWAY
AT BEACH
NB
PM
8 100 468
114
124
130
2 120 472
109
117
126
1 134 490
112
124
120
1 110 406
100
101
95 16 89 349
92 87
80 41 56 324
102
86 80
11 60 227
72 48
47 70 48 168
39 42
39 69 22 78
12 22
22 35 8 46
15 14
9 50 23 44
10 3
8 38 5 14
6 1
2 3.085
40.6 427
47.5 01:45
496
0.93 1820 E. Garry Avenue. Ste. 116
Santa Ana, CA. 92705
SB
AM
PM
4 14
146
522
3 126
3 128
4 122
1 6
122
477
0 131
3 128
2 96
0 1
113
508
1 110
0 139
0 146
2 5
124
525
2 138
0 135
1 128
1 3
150
594
0 148
0 138
2 158
1 10
208
679
1 168
3 164
5 139
6 56
142
436
14 114
14 84
22 96
24 124
78 268
27 63
31 59
42 68
45 206
62 193
52 43
49 47
60 41
67 287
57 176
67 36
71 35
82 48
61 315
32 91
74 26
90 20
90 13
106
457
15 47
130
12 97
II
124
9 1,484
4,516
38.8 59.4
6,(10()
52.5 11:00 04:45
457 698
0.88 0.84
H15
File:
Combined
AM
PM
5 22
246
990
6 240
5 252
6 252
1 8
242
949
0 240
3 245
4 222
1 2
247
999
1 222
0 263
0 266
2 6
234
931
3 238
0 236
j
223
I
19 239
942
6 240
3 225
9 238
8 .
51 264
1,003
13 270
13 250
17 219
24 167
202
663
42 186
40 132
61 143
80 494
126
436
105
102
130
101
179
107
153
675
84 271
156
55 168
09 198
63 181
722
65 222
184
51 164
49 193
57 171
765
55 135
185
36 205
23 204
21 232
895
20 61
228
18 201
12 234
11 3,826
7.601
11,427
11:00 04:45
895 1.022
0.96 0.95
Site: EWPORT BCH
Date: 11101%Ol
D0111016
Day: Thursday
t zszu t.
Uarry Avenue. die.
1 i o
Santa
Ana,
CA. 92705
Location
MAC ARTHUR
BOULEVARD
Stgmtnt
FORDBONITA
CYN TO SAN
JOAQUIN
Client
CITY NEWPORT BEA
NB
Combined
Intcnal
PM
AM
PM
AM
PM
Begin
AM
48 154
460
1,874
25 88
468
1.886
73 242
9 3,760
12 00
38 456
33 518
71 974
12.15 34
495
22 450
56 945
12 30
8 450
42 913
12.45 34
99 463
468
1,867
26 79
446
1,804
52 178
914
3,671
01:00
26 17
430
42 982
01 15
25 452
19 448
49 919
01.30 30
471
17 480
35 956
01 45
►g
56 476
551
2.060
14 47
404
1,686
29 103
955
3,746
02:OU
15 10
404
25 873
0215
15 469
14 418
28 948
02:30
14 530
9 460
21 970
02:45
12 9
35 510
579
2,165
10 56
425
1,773
19 91
1,004
3.938
03:00
6 512
13 486
19 998
03:15
7 558
12 410
19 969
03:30
13 516
21 452
34 968
03:45
14 75
552
2,270
15 112
398
1.601
29 187
950
3,871
04:00
600
26 435
37 1,035
04:15
II
22 566
33 406
55 972
04:30
04:45
28 552
38 362
66 914
38 301
647
2.384
44 248
430
1.964
82 549
1,077
4.348
05.00 58
636
69 546
127
1.182
05: I 5
90 578
66 478
156.
1.056
05.30 US.aS
IIS
523
69 510
184
1,033
137
808
474
1,697
150
962
404
1.605
287
1,770
3.302
06.00 06:15
168
427
190
458
358
88788
06:30
240
398
254
380
494
778
06:45
263
398
368
363
631
7G1
0700
357
1,769
320
1.141
318
1,718
345
1.168
675
3,487
665
2,309
07:15
366
336
425
292
791
628
0730
547
247
447
266
994
513
07:45
499
238
528
265
1.027
503
08.00 528
1,984
244
932
462
2,099
tab
671
990
4,083
390
1,603
08:13
534
228
522
161
1,056
389
O8:J0
453
238
553
I80
1,006
418
08.ai
469
222
562
184
1,031
406
09 0U
415
1,631
266
938
540
1,894
152
632
955
3,525
4I8
1,570
0915
415
234
408
156
823
390
09:30
396
230
430
150
816
380
09.45 415
208
516
174
931
382
10.00 410
1,534
170
541
352
1,530
124
410
762
3,064
294
951
10:15
343
143
393
106
736
249
I 311
398
126
372
102
770
228
10 4i
383
102
413
78 796
180
1100
388
1,687
104
314
423
1,773
78 198
811
3,460
182
512
Ills
438
68 429
43 867
111
1130
425
74 428
47 853
121
1145
436
68 493
30 929
98 Totals
10,133
18.183
10,606
15,398
20.739
33,581
Split".
48.9 54.1
51.1 45.9
ha) lutah
:$.ilb
26.004
54,320
Day Splits
52.1 47.9
Peak Hour
0730
04:45
08:15
05:00
08:00
4.083
05:00
4.348
Volume
2.108
2.413
2,177
1.964
0.97 0.92
Factor
0.96 093
0.97 0.90
DI'ta file :
DOI 10208
Site: EWPORT BCH
Date: 1 1 /01 /01
Day: Thursday
1920 E. Garry Avenue, Ste. l 16
Santa Ana,
CA. 92705
Location
MACARTHUR
BOULEVARD
gment
N/O COAST HIGHWAY
File:
tent
: NEWPORT
BEACH
SB
Combined
„wr%al
AM
NB
PM
AM
PM
AM
PM
Begin
31 114
224
914
19 66
272
982
60 180
496
1,896
12 a)
21 238
41 454
12 15
20 216
20 218
36 468
12:30
16 250
6 254
43 478
12:3:
37 57
224
261
1,003
14 50
218
922
29 107
479
1,925
01 00
IS
10 242
22 477
01.1`
12 235
9 202
27 337
Ui t
18 235
17 260
29 532
U1 44
12 272
6 34
257
896
12 58
535
1,922
02,OU
6 24
278
1,036
22 429
U'_:I�
10 235
12 194
12 486
0230
4 278
g
208
12 472
02 4:
4 245
8 4
29 227
238
1,042
8 50
505
2,165
03700
4 21
267
1,123
11 523
Q1.15
4 255
7 268
10 572
03.30 b
322
4 250
21 565
03:4:
7 279
14 8
59 266
270
1,129
16 104
558
2,183
04:00
8 45
288
1,054
23 554
04 15
9 258
14 296
555
US 30
12 266
17 289
29 O4.4:
16 242
20 274
36 55
397
516
632
2,439
05:06
22 215
296
1,018
33 182
336
1,421
05.15 40
273
28 354
68 627
a :6
69 227
48 371
117
598
0; 4:
83 222
73 92
572
360
334
1.200
157
180
1,208
582
596
2.055
0t100
88 636
262
855
240
462
O4.14
131
186
I09
276
0n3,
206
214
183
312
389
526
Uh 4:
211
193
188
278
399
471
07 Uk.
272
1,326
179
594
196
925
252
843
468
2.151
431
1,437
0714
304
158
201
238
505
396
0734
380
137
204
185
584
322
07 44
370
120
224
168
594
288
08-Ut,
334
1,317
110
433
198
953
158
555
522
2,170
268
988
08.14 368
131
219
124
587
255
Ux 3',
289
102
200
136
489
238
Ux 44
326
90 246
137
572
227
0t)UU
262
1,041
116
446
228
896
145
544
490
1,937
261
990
09 14
276
114
184
139
460
253
0930
235
110
222
134
457
244
09:4
268
106
262
126
530
232
It) W.
229
866
101
313
214
799
98 282
443
1,665
199
595
1 o 1
206
84 186
78 392
162
IU 3..
217
68 193
62 410
130
IU =:
214
60 206
44 420
104
11 U(.
225
961
60 196
190
957
58 168
415
1,918
118
3(>4
11 I :
250
52 222
46 472
98 ,
11 3 i;
248
50 236
40 484
90 II 44,
238
34 309
24 547
58 ,talc
6.623
8.985
5,322
9,974
11,945
18.959
lit°
55.4 47.4
44.6 52.6
ITq Trtal�
15,h118
15,29ft
lU.904
t) �pl:u
50.5 49.5
f',ak Hnur
07:30
03:30
1 1:00
05:00
07:30
2,287
05:00
2,439
`'ulunn
1.352
1,147
957
0.77 1,421
0,96
0.96 0.96
.ctur
0.96 0.89
17 Uala File '
S912S002
Site: EWPORT BCH
Date: t 1/01+01
D0I11017
Day: Thursday
✓
Is ouallvt tntluu Jtuulcb7 111c.
1820 E. Gary Avenue. Ste. 116
Santa Ana. C.A. 92705
Site: E\\'PORT BCH
l.ocao„n
GOLDENROD AVENUE
Date. 1101 01
Segment
N:O COAST HIGHWAY
Client
CITY NEWPORT BEA
NB
Combined
Day: Thursday
Inter\ at
SB
AM PM
Ali
PM
AM
PM
Begin
12:00
6 41
140
0 0 19 64
4 6
60 204
12.15 1 35
0 13
1 48
12 30
I 32
0 16
1 48
12 45
0 32
0 16
0 48
01.00 1 3 38
132
0 0 18 67
1 3
56 199
01 15
0 32
0 15
0 47
01 30
0 35
0 18
0 53
01 45
2 27
0 16
2 43
02 00
0 0 22
143
0 0 I8 60
0 0
40 203
02 l i
0 35
0 10
0 45
02 31)
9 36
0 13
0 49
024i
0 50
0 19
0 69
03 00
0 0 23
99 0
0 16 56
0 0
39 155
03.15 0 28
0 12
0 40
UYN)
0 24
0 18
0 4�
1)3 a;
0 24
0 10
0 34
0:01)
0 0 25
97 0
0 16 65
0 0
41 162
i)J 15
0 22
0 18
0 40
0 29
0 17
0 46
0 4;
0 21
0 14
0 3;
0 4 26
110
0 2 13 65
0 6
39 175
05.15 1 34
0 18
1 52
0: 3U
1 24
2 16
3 40
Ujai
2 26
0 IS
2 44
0a1d0
6 27 19
80 1
3 13 49
7 30
32 129
Ur• 15
8 27
0 17
8 44
00 7 18
1 9
8 27
Q(,
6 16
1 10
7 26
0-, 00
12 51 20
71 4
27 16 41
16 78
36 116
1" 1
13 20
5 12
18 32
)' :0
8 22
8 10
16 32
18 10
10 6
28 16
)x 1,0
19 81 16
49 10
28 12 a,
29 109
28 91
IN i i
26 11
8 l0
34 21
Ux ?0
15 12
6 12
21 24
08J4
2i 10
4 8
25 IS
0900
21 80 14
28 6
41 2 13
27 121
16 41
0Q 15
10 10
15 2
25 12
09.30 21 2
10 3
31 5
0')-li
28 2
t0
6 38
8 lurrl
21 87 4
10 12
34 5 19
33 121
9 29
lu i�
19 4
8 8
27 12
1u ?1i
22 1
4 2
26 3
lu 45
25 1
10 4
35 5
1161)
32 134 4
7 6
48 0 2
38 182
4 9
1L15
24 0
6 2
30 2
11 3i)
41 1
18 0
60 1
I I -1<
36 2
I8
0 ,4
2 1.da1<
4-13 967
183
546
656
1.513
72.1 63.9
27.9 36.1
Dal I „lals
1440
729
2,169
Day tipi is
66.4 33.6
Peak I lour
11:00 02:15
11:00
12:45
11:00
12:00
Volume
134 144
48 67
182
204
Factor
0,80 0.72
0.67 0.93
0.76 0.85
`
N
• D:da File .
D01 11018
`�
I.ocatiun MAR
c-gment NIOC
ent CITY
erval
Begin AM
12:00 6
12:15 3
12,30 1
12 45 3
31:00 4
11.15 2
01:30 0
91.45 1
)2.00 0
U2'I5 1
02.30 2
)2:45 1
)3:01) 0
03:15 3
)3.30 0
13:45 0
04.00 1
04:15 1
A ?U 1
J4 45 0
05:uu 5
15.li 3
5:30 4
05:45 9
"0.00 8
6 15 10
ue.3u 15
0645 20
7 (it) 37 1
7.15 42
07 3U 33
7 45 48
8:00, 51 2
08 15 46
08.3u 47
8:43 56
„9:Uu 30 1
09:15 61
9:30 57
9-45 42
10 (A 66 2
'tr15 43
1) 3 u 54
tir45 54
! I U0 60 2
1 I i 66
.1:30 63
11 45 74
tls 1,134
55.6 )ay Tulals 3,
Splits 5
Hour 11:00
olume 263
W 0.89
G
UERIT E AVENUE
OAST HIGHWAY
NEWPORTBEA
SB
PM
13 60 269
70 79
60 7 84 291
82 68
57 4 80 256
59 56
61 3 76 274
58 70
70 3 72 298
88 70
68 21 77 316
81 80
78 53 65 242
69 64
44 60 33 147
35 44
35 00 25 89
18 22
24 90 13 63
15 18
17 17 II 46
II
14 10
63 6 25
8 5
6 2,316
56.9 450
6.5 05:00
316
0.98 Transportation Studies, Inc.
1820 E. Garry Avenue. Ste. 116
Santa Ana, CA. 92705
NB
AM
PM
4 15
52 192
4 38
4 48
3 54
3 5
46 186
I
47 0
53 1
40 0
4 51
192
1 45
2 42
54 1
3 50
182
1 44
1 45
0 43
0 2
43 236
1 69
0 62
1 62
0 6
55 265
1 78
3 68
2 64
0 25
66 235
2 61
10 66
13 42
30 It7
34 105
18 29
30 20
39 22
46 171
16 60
40 10
41 18
44 16
45 182
18 63
41 19
44 16
52 10
45 178
5 23
49 8
36 5
48 5
46 198
6 16
44 2
58 4
50 4
906
1.755
44.4 4 3. 1
2.661
43.5 11:00 05:15
198 276
0.85 0.88 a
Combined
AM
PM
10 28
112
461
7 108
5 127
6 114
7 12
130
477
3 129
0 121
2 97
0 8
131
448
2 104
4 98
2 115
1 6
126
456
4 102
1 115
0 113
1 5
115
534
2 157
1 132
1 130
5 27
132
581
4 159
7 148
tl
142
8 78
131
477
12 130
25 130
33 86
67 277
67 252
60 64
63 64
87 57
97 371
41 t49
86 28
88 40
100
40 75
372
31 126
102
34 101
34 94
27 III
395
16 69
92 19
90 19
102
15 106
461
12 41
110
10 121
9 124
10 2,040
4,071
6,111
11:00 05:00
461 581
0.93 0.91
sg
Site: EWPORT BCH
Date: 1 1 /01101
Day: Thursday
Ua file : 00111019
1920 L. Garry Avenue, Sic. I 16
Santa Ana, CA. 92705
Site: EWPORT BCH
l.ucaiion
POPPY AVENUE
Date: 11/O1/01
Segment
N/OCOASTHIGHWAY
C'Itent
NEWPORT BEACH
Combined
Day: Thursday
Interval
NB
AM
SB
PM
AM
PM
Begin
AMP
M4
2 2
14 78
6 9
30 13d
12:00
7 16
56 2
44 12:15
2 16
0 31
I -30
0 8
0 23
1 29
12:a;
I 16
p
0 0
13 18
80 0
1 25
117
UI (10
0 I 7
37 26
0 34
UI 15
0 8
0 19
0 301
01.30 0 12
0 28
01:45
1 10
0 1
18 2 4
87 0
3 34
143
02:O0
0 2 10
56 0
0 51
02:15
0 22
0 29
3 22
02:JU
2 9
I
13 p
36 02:45
0 15
0 0
0 21
1 4
70 0
0 26
131
UJ:(10
0 0 12
61 p
39 03115
0 14
0 25
0 35
03:30
0 20
0 15
p
31 O3:45
0 15
0 16
0 1
49 176
04:UU
0 I 21
68 0
0 28
108
42 04:15
1 17
0 25
1 p
45 04.30
0 18
0 27
0 40
U4 45
p 12
0 0
4 28
24 86
1 10
38 143
0>:Ut1
I 6 14
57 �
15 05 1;
2 15
0 30
—
2 32
05:30
0 I4
2 18
5 28
05 45
3 14
2 2
13 14
8 34
3 23
20 80
06:01)
I 10 12
46 3
2J
Otr 15
2 13
1 10
6 13
06 Jil
4 9
2 4
24 06:45
3 12
8 5
37 12
4 22
II
6 59
10 55
07:00
1 22 6
33 16
15 07:15
6 7
10 8
20 17
O7:30
8 11
12 6
17 IJ
07:45
7 9
l0
16 47
4 2
20 27
94 9
429
Ox U0
11 47 7
22 25
Ox.15
14 3
I1.
6 16
14 08 JI) .
8 6
8 8
4 26
10 u9 45
14 6
12 19
56 5
12 33
103
11 30
0900
12 47 6
18 10
09 15
14 6
9 4
4 09:311
10 4
16 0
26 5
0945
11 2
12 3
23 28
89 11
27 IU Uu
12 37 5
12 16
52 6
15 8
I(;-Ii
10 J
18 5
28 4
10 10
6 2
10 2
16 4
lu:a;
9 2
8 10
51 2
1 4
17 26
113
3 10
1I:0o
16 62 2
6 3
11-15
19 1
13 2
32 11.30
10 2
14 0
24 `
II 45
17 I
14 263
1 616
31 505
2 1.088
Total:
242 472
Spin" S,
47.9 43.4
52.1 56.6
Ua) folals
114
87u
I'i9J
Day Splits
44.8 55.2
Peak Flour
11:00 03:30
09:30
04:30
11:00
I 1 J
04:00
176
volume
62 73
62 0.86
I0�
0.91 0.88
0.90 Factor
0.82 0.87
9 Dut:, File :
DO)11020
""
1820 E.
Garry Avenue. Ste. 116
Santa Ana,
CA. 92705
Location
NEWPORT
COAST
DRIVE
Ccgment
BONITA CYN DR TO SR-73 FWY
lient
CITY NEWPORT
BEA
serval
NB_.
-
SB
Begin
AM
PM
_..._.
AM
PM
12.00 9 23
72 298
8 29
50 212
12:15
6 74
9 68
12.30 2
80 5
38 12,43
6 72
7 56
01.00 3 7
86 331
1 12
65 232
01:15
2 82
3 62
U 1 .30
1 92
4 56
01:45
1 71
4 49
02:OU
1 4
75 377
3 10
58 298
02:15
1 80
1 69
02:30
1 112
4 91
02:45
1 110
2 80
03:00
1 3
139
594
1 2
74 326
03:15
1 146
0 88
03:30
0 173
0 85
03:43
1 136
1 79
04:00
0 9
90 396
0 3
82 342
04:13
4 102
2 84
04:30
3 100
0 86
04:45
2 104
1 90
05:OU
5 40
125
387
7 30
98 437
05.13 12
107
6 118
05 30
10 90
6 112
05:4j
13 65
11 109
06 O()
33 198
78 225
20 244
91 340
06:13
33 42
40 86
00.30 58
57 80
83 0645
74 48
104
80 07 00
100 671
34 131
96 355
66 228
07:15
148
32 78
54 07.30
217
30 93
56 07:45
206
35 88
52 08.00
150 614
27 103
47 243
36 143
08:15
160
28 78
45 08:30
134
21 58
40 08:45
170
27 60
22 09:00
130 424
13 91
52 194
35 149
09.15 110
33 38
50 09:30
92 25
47 29
09 4i
92 20
57 35
10:00
78 270
22 49
40 182
32 97
l0 1 i
64 9
40 28
10:30
66 II
52 22
10:45
62 7
50 15
11.00 76 307
9 37
62 215
13 42
11:15
74 13
44 9
11:30
77 10
60 9
It 45
80 5
49 11
tuli
2.570
3,019
1,519
2,846
111%
62.9 51.5
37.1 48.5
Day 'Totals
5,589
4,365
" iy Splits
56.1 43.9
A Hour
07:30
03:00
06:45
05:00
Volume
733
594
371
437
e^cior
0.84 0.86
0.89 0.93
Data File :
DOI 10210
Combined
AM PM
17 52 122 510
15 142
7 118
13 128
4 19 151 563
5 144
5 148
5 120
4 14 133 675
2 149
5 203
3 190
2 5 213 920
1 234
0 258
2 215
0 12 172 738
6 186
3 186
3 194
12 70 223 824
18 225
16 202
24 174
53 442 169 565
73 128
138 140
179 128
196 1,026 t00 359
226 86
310 86
294 87
197 857 63 246
238 73
192 61
230 49
182 618 48 240
148 83
139 54
149 55
118 452 54 146
104 37
118 33
112 22
138 522 22 79
119 22
137 19
129 16
4.089 5.865
9.954
07:30 03:00
1.039 920
094 0.89
Site: EWPORT BCH
Date: 1 1.'01 !01
Day: Thursday
Site: EWPORT BCH
Location
NEWPORT COAST DRIVE
Date: 11/01:01
Segment
N/0 COAST HIGHWAY
Client
CITY NEWPORT BEA
Combined
Day' Thursday
Interval
NB
AM
SB
PM
AM
PM
Begin
AM PM
6 20
98 376
20 46
194
782
12.00 14 26 96 406
9 186
12 15
4 102
5 84
104
10 216
12:30
4 112
6 7
186
12:45
4 96
3 6
17 90
92 407
9 27
178
7593
01:00
3 10 86 352
192
01:13
2 84
1 108
8 189
01:30
3 86
5 103
7 200
01:45
2 96
5 3
11 104
88 403
5 19
170
772
02:00
2 8 82 369
7 192
02:15
3 95
4 97
5 I96
02:30
2 94
3 102
2 214
02:45
1 98
1 2
11 116
92 534
19 196
960
03:OU
1 8 104 426
4 233
03:15
1 94
3 139
6 282
03:3t1
2 130
4 152
6 2a9
03'45
4 98
2 0
9 151
122
526
4 30
203
868
04.1 4 21 81 342
6 225
Oa5
6 97
0 129
9 194
04.30 4 90
5 104
2a6
Ua:45
7 74
4 5
31 172
142
692
11 14
100
238
1.000
05:00
9 69 96 308
23 270
05:15
21 84
2 t86
30 245
05:30
16 61
14 184
33 2;.,
05.43 23 67
10 18
162
180
127
464
47 487
185
692
06:00
29 325 58 228
83 187
06:15
53 64
30 123
139
192
Oo.3U
101 58
38 124
218
138
06:45
142 48
76 74
320
90 98
295
.224
1.051
132
425
07:OU
150 731 34 130
264
110
07 15
188 28
76 82
101
07:30
217 38
94 63
311
o7 45
176 .30
76 52
152
252
297
1,068
82 87
273
08100
224 741 41 121
73 327
46 uH: ] 5
220 30
76 42
296
72 OH 30
159 24
84 41
243
65 08 45
138 26
94 23
232
49 0900
166 502 26 112
89 309
38 175
255
811
64 287
09:15
117 29
76 56
193
85 09:30
113 25
64 44
177
69 09:45
106 32
80 37
196
69 10:00
78 379 22 82
67 302
32 93
145
681
54 175
10,15
106 27
82 33
188
60 10.30
107 22
78 14
185
36 IU 45
88 11
75 14
163
25 II 00
94 379 21 55
91 398
28 59
185
777
49 114
If 13
96 10
104
13 200
23 11 30
102 14
95 10
197
24 II 45
87 10
108
8 195
18 Totals
3.199 2,931
1.917
4.176
5.116
7,107
�Iplir,u
62.5 41.2
37.5 59.8
Ual finals
6,130
6.093
12.123
Day SPI,ts
50.2 49.8
Peak Hour
07:30 02:45
11:00
05:00
07:30
1,156
05:00
I.000
Volume
837 426
398
0.92 692
0.93 0.93
0.93 Fact„r
0.93 0.82
Data File :
DOI 11021
I.ocalion
NEWPORT
BLVD
ISR-55)
=-:gmcnl
S/O
HOSPITAL ROAD
ltent
CITY NEWPORT BEA
serval
NB
Begin
AM
PM
12:00
37 205
376
1,405
12:15
68 360
12:30
46 319
12:45
54 350
01:00
26 119
352
1.434
01:15
33 362
01:30
31 380
01:45
29 340
02:00
20 64
331
1,402
02:15
14 358
02:30
12 345
02:45
18 368
03:oo
9 48
341
1,263
03:15
12 318
03:30
16 300
03:45
II
304
04:00
12 88
377
1,347
0.1:15
18 328
04:30
24 348
04:45
34 294
05:00
54 324
374
1.235
05 15
56 333
D530
110
292
05:45
104
236
06:00
150
813
251
877
0b:15
157
234
Ob:30
230
192
06A 5
276
200
07:00
342
1.522
202
781
07:15
406
175
07:30
416
196
)7:45
358
208
)8:01)
395
1.524
_ __-
190
750
08: I5
370
166
OR.30
394
210
)SA5
365
194
09:00
324
1,296
196
804
09:15
316
220
)9�30
304
200
)9:45
352
188
10:00
268
1,272
178
609
i0:13
342
184
10:3u
340
125
10:45
322
122
11:00
363
1,421
136
429
11:15
370
117
11:30
340
90 11:45
348
86 als
8.696
12,336
52.5 45.8
Day foals
21,032
y Splits
48.4 1ajk Ilour
07:15
12:45
Volume
1,575
1,444
sur
0.95 0.95
Data File :
DOI 11010
1920 E. Garry Avenue, Ste. 116
Santa Ana. CA: 92705
SB
AM
46 153
47 32
28 18 76
19 14
25 IS 62
17 15
12 14 42
6 9
13 14 94
14 25
41 44 291
44 87
116
127 782
194
197
264
210 1,124
274
306
334
318 1.297
317
316
336
308 1.265
298
310
349
297 1,242
298
316
331
324 1,438
368
350
396
7,856
47.5 PM
370 1,480
358
380
372
394 1.515
394
373
354
360 1.441
352
370
359
368 1,587
420
406
393
430 1,708
404
466
408
460 1.669
411
396
402
393 1,462
367
363
339
302 1,041
277
250
212
222 890
262
210
186
186 783
230
176
pi
193 615
158
134
130
114 411
100
104
93 14,592
54.2 22.448
51.6 11:00 04:30
1,438 1.745
0.91 0.94
K �3
Combined
AM
PM
83 358
746
2.885
115
718
79 699
82 722
44 195
746
2,949
52 756
45 753
54 694
38 126
691
2.843
31 710
27 715
30 727
23 90
709
2,850
18 738
25 706
24 697
26 182
807
3.055
32 732
49 814
75 702
98 615
834
2,904
100
744
197
688
220
638
277
1,595
644
2.339
351
601
427
555
540
539
552
2,646
504
1.822
680
452
722
446
692
420
713
2.811
412
1.630
687
428
710
420
701
370
632
2.561
382
1.587
614
450
614
376
701
379
565
2.514
371
1,224
640
342
656
259
653
252
687
2.859
.250
.840
738
217
690
194
744
179
16,552
26,928
43,480
5064,
1 1:00 04:30
2.859 3,094
0.96 0.93
Site: EWPORT BCH
Date: 10/31i01
Day: Wednesday
Aikir?� -, `% - I`).S
r4,kx : 7.g 13
1820 E. Garry Avenue. Ste. 116
Santa Ana, CA. 92705
Location
MAC ARTHUR BOULEVARD
Segment
E/O FAIRCHILD RD
Client
CTIY
NEWPORT
BEA
WB
Combined
Interval
EB
PM
AM
PM
AM
PM
Begin
AM
10 26
214
857
7 26
218
837
17 52
432
1,694
12:00
10 200
12 194
22 94
12:15
4 206
8 09
409
12:30
4 203
5 459
12:45
2 240
3 8
13 219
209
897
13 26
4)5
1.749
01:00
5 13
206
852
452
01 15
3 214
1 238
3 442
01:30
1 210
2 232
G
440
01:45
4 222
2 4
12 218
204
791
12 28
416
1,636
0_:UU
8 16
212
845
4 385
02.I5
0 176
q
209
8 401
02:30
4 212
4 189
4 434
02:45
4 245
0 1
7 189
186
764
4 14
4J6
1.869
03:00
3 7
250
1.105
2 426
03:15
0 244
2 182
4 q74
O3:30
1 290
3 184
4 533
0):45
)
321
1 3
46 212
162
716
5 62
578
2.750
04:00
2 16
416
2,034
7 671
01:13
2 496
5 175
201
14 707
04:30
q
506
10 28
178
36 794
04:45
8 75
516
626
2,344
27 198
190
722
40 273
816
3,066
05:00
13 38
196
52 848
05:I3
14 652
63 190
81 790
05:30
18 600
70 146
100
612
OS:45
30 209
466
314
884
94 619
110
393
136
828
i
4.4 1,277
06.00 42
242
103
110
138
352
0a 13
35 182
158
82 214
264
06.311
56 264
91 340
237
Ur,:45
76 70
360
146
123
417
330
2,060
83 269
400
2,420
206
686
07:00
93 l08
450
66 543
174
07 Ij
80 98
548
58 628
ISG
O7:30
88 732
62 849
I50
07.45 117
94 490
85 292
704
2,488
47 207
798
2,978
132
499
08:00
I20
66 674
62 794
128
OS.IS
122
72 624
46 746,
118
O8:30
69 486
52 640
121
OS:aS
I54
122
522
47 209
386
1,162
59 196
508
1.684
106
405
09:00
64 296
59 418
123
pri:IS
122
254
45 378
95 09:30
124
50 33
380
81 09.45
154
48 140
226
216
792
36 129
348
1,328
74 269
10:00
132
536
38 210
33 340
G4
10.15 130
34 176
34 312
60 IU:3U
136
26 190
26 328
G8
1043
138
748
42 23
59 182
828
26 49
347
1.576
49 108
II:IIU
165
234
8 400
24 II lS
166
1 6
8 200
It
386
19 11.30
186
212
4 443
16 11:45
231
3.018
12 10,038
8.251
5,970
11.269
16.008
Totals
Split'+%,
26.8 62.7
73.2 37.3
Day totals
13,056
14.221
27,277
Day Splits
47.9 .
52.1 Peak hour
11:00
04:45
07:45
12:45
07:45
3.187
04:45
3,248
Volume
748
2.494
2,734
0.93 898
0.94 0.04
0.96 Factor
0.81 0.96
Data File
D0I10189
Site: EWPORT BCH
Date: 10131,01
Day: Wednesday
I820 E. Garry Avenue, Ste 116
Santa Ana,
CA. 92705
Site: EWPORT BCH
Location
JAMBOREE
ROAD
Date: 081'29/02
segment
N10 UNTVERSITY DRIVE
:lient
CITY NEWPORT BEA
Combined
pa urs ay
y'
interval
Beei
AM
PM
AM
PM
AM
PM
--
12:15
38 ,
384
28 410
66 794
762
12:30
41 394
16 28
368
394
57 59
828
12:45
01:00
31 25
64 434
380
1.633
14 59
354
1,511
39 123
734
3.144
01:15
10 413
20 411
30 29
924
788
01:30
IS
436
14 11
352
394
25 798
01:45
02:00
14 18
62 404
414
1,650
11 44
380
1,477
29 106
794
3,127
02:15
10 380
Il
360
21 32
740
801
02:30
24 440
8 14
361
376
24 792
02:45
03:00
10 5
31 416
458
1,635
12 45
374
1,538
17 76
832
3,173
03:15
6 384
9 382
15 25
766
798
03:30
10 386
15 9
412
370
19 777
03:45
10 18
83 407
396
1,695
14 I03
412
1,840
32 186
808
3.535
04:00
04:15
17 437
15 458
32 895
968
04:30
20 492
26 476
46 76
864
04:43
28 50
266
370
450
1,670
48 34
327
494
486
2.091
84 593
936
3,761
05:00
05:15
46 412
66 575
112
981
960
05:30
74 444
108
516
182
215
878
05:45
96 621
364
392
1,352
119
128
770
514
488
1,634
245
1,391
880
2,986
06:00
06:I5
117
I20
318
155
401
275
719
06:30
172
350
221
411
393
478
761
626
06:45
212
274
1,454
292
280
1,105
266
244
1,253
334
324
1,173
518
2,707
604
2,278
07:00
07:15
306
293
290
314
586
607
07:30
421
264
342
315
763
579
488
07:45
453
268
258
866
387
332
1,319
220
250
850
840
756
3,051
508
1,716
08:00
424
1,732
194
324
234
791
428
0815
08:30
467
413
219
329
202
742
421
08:45
428
195
334
276
1,196
164
164
703
762
704
2,656
359
415
1,507
09:00
428
1,460
251
804
306
209
666
09:15
360
372
186
173
298
156
670
329
09:30
09:45
300
194
316
304
1,275
174
162
542
616
605
2,643
368
330
1,107
10:00
301
1,368
168
565
661
340
10:15
353
158
308
316
182
104
698
232
10:30
382
128
347
94 679
205
10:45
I1:00
332
336
1.466
111
94 291
328
1,564
86 267
664
3,030
558
11:15
358
68 380
69 738
130
137
11:30
388
74 400
62 788
840
105
11:45
384
55 456
50 ota
Split
52.1 49.5
47.9 50.5
)ay Total
23,671
23,264
46,935
)ay Split
50.4 49.6
Peak Hour
07:30
04:15
11:00
05:15
07:30
05:00
3,761
1. olum
1,765
1,749
1,564
2,093
3,150
0.95 'actor
0.94 0.89
0.86 0.91
0.94 N 25
Santa Ana. CA. 92705
Lucaiton
SAN
MIGUEL
ROAD
Segnxnt
MAC ARTHUR BLVD
TO
SAN JOAQUIN
Client
CITY NEWPORT
BEA
WB
Combined
Inten at
EB
PM
AM
PM
AM
PM
Begin
AM
9 31
115
471
4 12
100
446
13 43
215
917
12.00 5
Ito
9 2"
12.15 4
134
3 106
10 216
12 30
7 I10
242
12 45
11 112
p
I
3 130
124
486
11 2
18 259
950
01 00
1 IS
135
464
3 228
UI:IS
2 108
1 120
8 240
01 30
7 112
1 128
5 223
UI 45
5 109
0 1
6 114
128
430
13 932
07.00 3
7 117
502
4 245
20 02 15
3 122
4 98
1 220247
02 311
0 118
1 102
W 45
1 145
0 3
6 102
135
510
1 5
10 265
1,094
03 00
2 4
130
584
03 15
2 140
3 115
0 274
03:)0
0 150
0 124
0 300
03 45
0 164
0 0
4 136
113
475
2 9
265
1,077
04 00
2 5
152
602
2 256
04 15
0 134
2 122
1 296
04 30
I
170
0 126
4 260
04 45
2 146
2 6
30 114
128
468
9 45
294
1,108
0500
3 15
166
640
6 293
05:15
3 177
3 116
13 268
05:30
5 I50
8 118
17 253
05 45
4 147
13 15
118
106
90 334
25 187
231
802
0600
10 69
141
468
33 201
06 1:
10 118
23 84
oo.3u
25 111
34 80
59 .191
Ub;=
24 98
46 80
70 178
0- 00
28 244
85 331
47 325
72 200
75 569
157
531
0' 13
53 94
48 52
101
146
U7 30
60 72
96 48
156
120
U7 45
103
80 134
28 237
108
08 (r)
50 240
53 204
109
415
39 114
159
655
92 318
08 15
70 44
86 31
156
75 08 3Q
52 55
96 30
149
85 08 45
68 52
124
14 192
66 09:00
82 356
78 203
106
436
23 83
188
792
101
286
09:15
90 41
110
26 200
67 09.30
98 45
94 18
192
63 09 45
86 39
126
16 212
55 10.00
86 343
40 84
100
424
13 37
186
767
53 121
to 1i
95 24
96 12
191
36 10 3u
74 14
107
8 181
22 Iu 45
88 6
121
4 209
10 II 0u
94 410
18 43
110
461
4 9
204
871
22 52
It IS
98 10
126
1 224
II
11 30
109
13 108
2 217
I>
l; a_
109
2 117
2 226
4 futa:>
1,739
4,596
2,240
3,592
3,979
8.188
Spli!"u
43.7 56.1
56.3 43.9
Ua� f fah
6.335
i,RJ:
12.Ih7
Day Splits
52.1 47.9
Peak Huur
II:00
04:10
10:45
03:00
11:00
871
04:30
Ila3
Vulumc
410
659
465
0.92 510
0,94I'
0.96 0.97
Factor
0.94 0.93
N
�
2Q
Data File .
DOI 10195
Site: EWPORT BCH
Date 11/01/01
Day: Thursday
1820 E.
Garry Avenue. Ste.
116
Santa Ana,
CA. 92705
I.ucation
CAMPUS DRIVE
ment
CAPLSON
TO UNIVERSITY
File:
( :nt
NEWPORT
BEACH
WB
Combined
EB
PM
AM
PM
AM
PM
Begin
AM
733
27 80
170
812
44 128
345
1,545
2 p0
17 48
175
201
34 419
2.15 I]
218
21 23
218
j7
375
12:30
11 152
16 16
2 23
406
12:45
7 188
36 176
729
15 60
332
1.398
-1:00
4 24
156
669
11 14
361
1:15
5 179
9 18�
IS
325
01 -30
9 168
6 157
16 360
1 45
6 166
10 6
17 214
273
755
29 395
1,241
2:00
3 12
122
486
8 247
02:15
2 101
6 146
8 302
n2:30
5 146
3 156
a
297
2:45
2 117
2 7
22 180
172
716
10 37
310
1.266
�3:00
3 15
I]8
550
9 328
03:1 `
2 136
7. 192
12 )38
3 30
8 142
4 196
6 290
3 45
2 134
4 4
22 156
l58
602
6 J7
298
1,271
04 0(t
2 15
140
669
7 254
^4.15
2 ISO
5 04
167
13 341
4:30
5 174
6 1
378
U4:45
b
205
5 7
49 173
204
681
II
18 161
471
1,715
05:00
11 112
267
1,034
30 457
5 15
19 258
I1
199
48 396
.5-30
34 258
Ia
1)6
65 391
05 a;
48 251
17 21
179
140
147
601
73 394
407 407
1.503
; 00
52 215
260
902
88 390
b.15
53 248
35 142
103
368
06:311
54 210
a9
158
130
338
n(, 45
56 184
74 58
557
154
134
460
123
1.005
262
850
00 65 448
128
390
208
200
�7 15
90 89
118
III
113
1 311
196
0'.J(1
144
83 167
102
363
192
149
90 92
302
214
190
740
99 400
306
1.321
191
702
8 00
116 581
200
105
321
174
09 11;
124
69 162
101
324
172
"830
162
71 95
370
165
8:q:
182
70 245
188
134
489
110
408
342
1,109
t74
653
U9.00
208 620
64 267
143
09 I5
ISO
48 117
95 26g
173
9 30
132
67 136
106
232
163
9 45
130
66 102
88 406
97 86
234
211
969
138
417
10:00
123 563
52 183
234
112
0:15
128
57 106
55 81
J.30
166
35 88
46 254
IU 45
146
39 124
47 270
86 70
225
11 O(1
126 638
22 73
154
533
48 152
280
1,171
1.13 134
25 104
37 238
62 166
5 133
35 299
40 ,1.30
II 45
212
21 142
_
J2
354
.53
1 11,
3.291
6,236
3,1'30
6,550
6,421
12.796
�. I':.
51.3 48.8
48.7 51.2
Day I UlJIj
9.527
9.680
19.207
1 Spills
49.6 50.4
1=cak H,tur
08:30
05:00
07:30
01:15
08:15
1357
05:00
1,715
bblutnc
702
1,034
771
0.90 -
0.76 �
0.)2
0.91 F tur
0.84 097
Data File :
S244SO03
Site: EWPORT BCH
Date: I I JONO i
DO]10188
Day: Tuesday
Location
Segment
Client
Inien al
Begin
12:00
12:15
12:3U
12 45
01:00
01 15
01 3U
01:45
02:00
01 1;
02.3U
02:45
03:00
03:15
03:30
03:45
04 01)
04 15
04:30
04:4 i
OS:OU
05:15
05:30
05:45
O(:Ou
U6.15
06:30
06 4S
0700
U7 1 S
07 30
O' 45
Ux Uu
08 1,;
08:30
08:45
O'1:OU
09:1 5
0930
09 45
10:01 t
10.15 I U:30
10:4 5
1 1:00
)Jy Iolals
7Jy Splits
1820 E. Garry Avenue. Ste. 116
Santa Ana. CA. 92705
COAST HIGHWAY
DOVER DRIVE TO BAYSIDE DRIVE
NEWPORT BEACH
EB WB
AM
34 133
50 30
19 14 56
13 16
13 10 42
8 12
12 10 36
5 6
IS
14 74
10 15
35 42 320
52 90
136
134 1,062
216
299
414
464 2.502
620
650
768
736 2,697
680
636
b45
507 2,000
526
508
459
487 1,889
497
435
470
452 2.002
598
470
482
12.813
56.2 30,691
49.1 PM
454 2,031
515
526
536
538 2,132
582
509
524
535 2,049
516
472
526
534 2,232
612
564
522
530 2,188
540
582
536
610 2,161
544
548
459
388 1,416
352
348
328
275 993
248
238
232
237 985
228
254
266
222 830
266
176
166
154 527
147
120
106
100 314
90 68
56 17,878
45.0 'cak Hour 07:30 04:30
�'olumc 2.834 2,272
'actor 0.92 0.93
Data File S283SO01
AM
40 143
49 34
20 22 68
15 17
14 8 36
6 14
8 5 28
9 7
7 9
5 12
18 37 215
38 48
92 96 659
126
189
248
282 1,452
310
396
464
410 1.804
464
438
492
432 1.782
426
458
466
456 1,808
439
448
465
424 1,943
452
519
548
9.982
43.8 PM
536 2.150
550
538
526
490 2.105
494
577
544
542 2,323
604
576
601
610 2.562
646
630
676
674 2.968
740
774
780
915 3,278
881
794
688
526 1,801
522
407
346
346 1,198
266
300
286
278 1.167
307
284
299
279 1,173
350
280
264
220 714
196
170
138
135 414
93 94
92 21.853
55.0 31.835
50.9 11:00 04:45
1,943 3.370
0.89 0.92
H 2�
File:
Combined
AM
PM
74 276
990
4.181
99 1,065
64 1.064
39 1,062
36 124
1,029
4,257
28 1,076
33 1,085
27 1,068
18 78
1,077
4,372
14 1,120
26 1,048
20 1,127
IS
64 1,144
4,794
14 1,258
13 1,194
22 1.198
23 II8
1.204
5,156
Is
1,280
27 1,356
53 1,316
79 535
1.525
5,439
90 1,425
138
1,342
228
1,147
230
1,721
914
3,217
342
874
487
755
662
674
746
3,954
621
2.191
930
514
1,046
538
1.232
518
1,146
4.501
515
2.152
1,144
S35
1,074
538
1,137
564
939
3,782
501
2,003
952
616
966
456
925
430
943.
3.697
374
1.241
936
333
883
290
935
244
876
3,945
235
728
1.050
183
989
162
1,030
148
22.795
39,731
62,526
07AS 04:30
4.596 5,622
0.93 0.92
Site: EWPORT BCH
Date: 10131,101
DO]10191
Day: Wednesday
rc>Ition
grant
cent
Intend
- .3i A
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03;15
03:30
03:45
04:00
04:15 1
04:30
04:45
05:00
05:13
05:30
05:45
00:00 t
n6:15
06:30
06:45
07:00 1
07:15 I
07:3D z
07;45 2
02:00 2
09:15 2
08:30 z
39:45 2
09:D0 2
09:15 I
D9:30 I
39:45 t
IO:DU I
10:15 II
10:30
1DA5
'11:00
11:15
11;30
11:45 I
tat 3.5
Split 66
y TOW
y Split
Pock Hour 07:36
turn935
:tor 0.99
BISON AVENUE
M
22 26
22 36
75 67
60 66
76 02
E2
13 ZB
xe
O6
20 D6
76 40
24 09
90 80
81 82
82 02
43 SR-73 TO CALIFORNIA
CITY NEWPORT BCFI
Eli
PM
6 23
102
489
4'
100
7 132
6 154
5 18
126
452
5 112
2 114
6 too
4 13
84 329
6 75
2 84
1 86
4 8
74 277
1 62
2 74
1 67
0 58
76 293
0 72
62 78
200
94 358
102
82 BO
6 268
94 242
60 50
48 733
58 197
44 45
66 SO
892
60 189
52 41
36 646
40 1"
40 30
34 397
23 87
2 17
20 27
347
15 53
15 14
9 3.1 D4
.6
38.8 6,697
50.0 12:30
524
0.95 Tr>insportatlon Studies, Inc.
1$20 E. Garry Avenue. Ste 116
Santa Ana. CA. 92705
W8
-
AM
PM
f0
45 154
SU
15 132
12 136
8 100
5 12
9B
417
4 127
1 94
2 98
3 B
126
512
2 129
2 113
1 144
1 6
99 4%
2 .
125
1 140
2 132
4 20
142
629
1 144
1 130
14 212
14 62
239
791
11 204
21 171
16 16B
20 116
174
531
21)
189
26 126
SO
142
42 231
144
403
61 98
73 87
55 74
66 293
BO
236
71 56
76 52
70 48
54 248
34 146
76 43
66 32
52 37
73 256
20 72
56 16
70 18
57 IB
102
$11
24 59
119
7 134
17 156
11 1,798
4,W3
33.4 61.2
6,701
$0.0
11:00 04:45
511 825
0.92 0.97
DDL3 bile 7 D0209051 N A
Combined
AM
PM
16 68
256
I,D10
19 232
19 263
14 254
10 30
224
969
9 239
3 208
8 193
7 21
210
841
8 204
4 197
2 230
5 Id
173
773
3 187
3 214
3 199
4 711
218
916
11,
216
23 192
40 290
36 262
332
1,130
47 306
96 253
83 248
86 394
258
973
80 249
92 176
126
190
144
964
202
600
213
142
296
132
321
124
294
I.1t-5
140
425
299
108
282
93 2%
84 260
994
74 290
252
83 2D6
62 176
71 132
653
43 159
169
33 160
.38
143
45 183
353
39 112
201
22 216
31 253
20 5.3 91
5,007
13,39E
01:30 04:45
1,200 1.1 B 1
0.93 0.99
Site: EWPORT OCH
Date, 09/10/02
Dey� Tuciday
1820 E.
Garry Avenue, Ste. 116
Santa Ana,
CA. 92705
Site: EWPORT BCH
Location
BISON AVENUE
Date: 11/01/01
Segment
MAC ARTHUR BLVD TO SR-73
FWY
Client
CITY NEWPORT
BEA
WB
Combined
Day: Thursday
Interval
EB
PM
AM
PM
AM
PM
Begin
AM
I
14 76
295
7 33
143
560
12:00
6 19
67 265
10 142
I2:15
3 60
7 S2
10 142
12:30
4 71
6 71
6 133
12:45
6 67
0 6
9 66
53 190
11 24
117
441
01:00
5 IS
64 251
7 105
U1:15
5 74
2 31
4 109III
01:30
4 62
0 46
01 :45
1 51
1 2
6 60
56 205
4 13
110
429
02:00
2 7
54 224
4 90104
02:15
2 46
2 44
3 02:30
3 58
0 46
2 125
02:45
0 66
2 1
2 59
62 256
2 5
110
463
03 UU
1 3
48 2.07
3 115
03:15
2 59
1 56
0 122
03 30
0 48
0 74
0 116
03:45
0 52
0 0
4 64
67 309
0 12
122
555
04.00 0 8
55 246
3 152
Ua•IS
1 70
2 82
04,30
4 60
2 72
6 132
04 4:
3 61
0 88
3 149
05:00
2 19
56 180
4 14
104
424
6 33
160
604
OS•1;
1 48
1 .130
2 178
05:30
6 40
4 96
10 136
U5,45
10 36
5 94
15 130
00:00
14 55
36 117
10 237
72 269
24 292
108
386
o6:1s
1s
31 10
74 25
105
06 3U
14 26
79 76
93 102
o6:45
12 24
139
47 150
71 07.00
30 191
23 55
44 206
44 174
74 397
67 229
07:13
39 15
58 46
97 61
07,30
56 9
48 40
104
49 07.45
66 8
56 44
122
52 08:00
80 274
6 29
58 259
25 85
138
533
31 114
08:15
50 10
60 27
110
37 08.30
70 3
66 17
136
20 08:45
74 10
75 16
149
26 09.00
75 257
10 24
52 176
25 93
127
433
35 117
09:15
80 4
42 24
122
28 09:)0
46 8
42 14
88 22
0945
56 2
40 30
96 32
It oo
44 175
6 12
42 161
20 44
86 336
26 56
10:15
37 4
36 8
73 12
10 3U
44 2
35 13
79 15
IU:45
50 0
48 3
98 3
11:00
35 167
2 10
37 246
6 24
72 413
8 34
1 1:1 s
40 3
57 6
97 9
11.30 48
4 70
4 113
8 II45
44 1
82 8
126
9 Total.
1.190
1,620
1,334
2,368
2,524
3,988
sph["6
47.1 40.6
52.9 59.4
Dut Ivtul,
2,810
3.702
0.512
Day Spftts
43.2 56.9
Peak Hour
08:30
12:30
06:30
05:o0
08:30
04:45
623
Volume
299
276
319
424
0.92 534
0.90 0.88
FaChlr
0.93 0.93
0.58 H 50
Data File :
DOI 10192
1820 E.
Garry Avenue, Ste.
116
Santa Ana, CA. 92705
Location
BONITA CANYON
DRIVE
� tgment
MAC
ARTHUR BLVD TO BUFFALO RD
(tent
CITY
NEWPORT
BEA
WB
Combined
ten al
EB
PM
AM
PM
AM
PM
BeginAM
24 72
'190
.741
- 20
41 202
876
44 113
392
1,61729
12:00
9 248
436
12:15
20 188
g
205
22 391
12:30
14 186
4 221
IS
)48
12:45
14 177
13 18
201
824
19 41
368
1,527
01:00
6 23
167
703
218
10 394
Qi 15
5 176
5 0
215
3 385
Ul 30
3 170
0 190
9 380
01.45 9
190
4 14
190
865
14 35
379
1,636
02:00
10 21
189
771
8 370
02:15
2 162
6 208
7 ,S1y
02.30 5
200
2 214
6 473
02:45
4 220
2 4
14 253
268
1,146
6 34
504
2,114
03:00
2 20
236
968
5 532
03 15
4 244
1 298
9 54314
03.30 5
233
4 310
535
03:45
9 255
5 2
25 280
240
952
6 51
504
2,071
04:00
4 26
264
1,119
6 527
04:15
4 289
2 238
14 478
04:3U
6 250
9 228
25 562
Os 45
12 316
13 20
170
246
242
960
30 252
574
2,311
05:00
10 82
332
1,351
46 632
05-15
12 367
34 265
79 581
05:30
24 346
55 235
97 524
05 45
36 306
61 88
527
218
182
605
128
1,021
467
1.668
06 00
40 494
285
1,063
208
433
06:15
98 281
Ito
152
287
407
06 30
147
263
140
144
398
361
00 45
209
234
189
209
1,225
127
111
391
387
1.897
316
1.101
0 `7 0tt
.r
178
672
205
710
440
319
15 158
189
282
130
07.31)
158
160
360
75 518
235
0745
178
156
374
75 552
231
J& OU
123
600
112
433
390
1.547
78 273
513
2.147
190
706
08 1S
162
128
379
71 541
199
,)8 3u
164
109
`394
72 558
180
45 151
85 384
52 535
137
.18
09:00
168
606
117
393
308
1.120
70 277
476
1,726
187
670
09:15
161
94 292
76 453
170
)9:30
126
92 242
70 368
162
3945
151
90 278
61 429
151
10:00
140
563
70 211
224
810
61 150
364
1,373
131
361
10.1;
137
60 193
32 330
92 ;o 30
136
52 191
29 327
81 10 45
150
29 202
28 352
37 1101)
158
626
29 103
190
871
22 78
348
1.497
51 181
ll I5
164
30 207
17 371
47 11 3o
148
22 238
25 386
47 11 45
156
22 236
14 392
J6
tal;
3,805
8.566
6,382
7.397
10.187
15,963
11 11—
37.4 53.7
62.6 46.3
l.)a) Totals
12,371
13,779
26.150
} Splits
47.3 52.7
,al: Hour
06:45
0445
Woo
0300
07:45
2164
04:45
2,349
Volume
703
1,361
1.547
0.98 1,146
0.92 0.97
0.93 " :tor
0.84 0.93
Data File:
D01lot 93
H h 1
t ' I
Site: EWPORT BCH
Date: 11.01101
Day: Thursday
1820 E. Garry Avenue. Ste. 116
Santa Ana, CA. 92705
Location
SAN JOAQUIN HILLS ROAD
Scgn,ent
MACARTHUR
TO SAN
MIGUEL
File:
Client
NEWPORT
BEACH
W B
Combined
Inter, al
EB
AM
PM
AM
PM
Begin
AM
PM
9 28
146
654
17 65
316
1,328
12 ptl
8 37
170
674
22 344
13 184
9 160
.�
;)
10 148
4 162
14 310
6 172
6 )86
12 358
12:
6 24
160
632
17 54
331
1,262
Ot:00
11 30
171
630
14 270
01:15
7 118
7 152
14 320
01'3l1
6 170
8 150
9 341
0{'4>
6 171
3 170
147
578
100
33 1.299
02:00
5 22
167
721
5 11
J04
02.15 5
168
4 138
7 3177
02:30
6 188
1 129
362
02:45
6 198
1 3
9 164
187
661
6 25
381
1,381
03•00
3 16
194
720
7 344
UJ:I�
5 174
2 170
2 292
03:3t1
2 160
0 132
10 J64
03.45 6
192
4 6
39 172
160
639
64 78
1.480
04 OU
3 25
218
841
9 366
U4.15
8 198
1 168
149
16 363
44 31)
6 215
10 163
30 373
p4:a5
$
210
1,018
22 20
132
188
688
26 191
1,706
0S:00
6 59
244
26 194
36 432
88 05:15
10 294
34 158
45 418
U5-3u
11 260
52 148
84 368
U5:a5
32 220
180
749
58 328
122
444
95 596
302
1.193
oo:Un
37 268
78 98
136
330
06 15
58 232
90 128
168
307
0630
78 179
102
96 197
254
06.45 95
484
158
166
532
120
722
88 293
238
1,206
254
815
07:00
118
150
60 272
198
p?.) ;
122
138
212
68 321
198
u7 30
109
130
240
67 375
165
0'45
135
98 76
312
236
902
53 230
340
1.358
129
$42
08.00 104
456
236
56 344
140
t)x. I ;
108
84 214
66 340
I50
ox ')
126
84 216
55 334
123
Ux 4;
l I8
503
68 63
258
169
651
44 176
307
1.154
107
434
o9.00
138
160
50 290
126
09:15
130
76 148
36 249
91 09.30
101
55 174
46 308
110
09,45
134
537
64 58
190
149
584
39 99
270
1.121
97 289
Iu 00
122
136
21 258
73 tu-15
122
52 27
281
77 If) Jo
135
50 146
312
42 lU'4`
158
30 30
72 154
147
617
12 12
39 299
1.194
42 111
11 00
152
577
8 280
28 11:15
134
20 146
308
24 11.30
152
12 156
12 17
11 45
139
10 168
4,047
7 5,123
307
7,061
11,840
Tau1>
3.014
6,717
57.3 43.3
jplit"�
42.7 56.7
I IJ! ulub
4.131
9.170
Ili:,Ul
I)a)y Splits
51 5
48.5 P.at lluur
10A6
07:45
04:45
703
07:45
1,399
04:45
1.7tI
ulumv
596
1,018
I,018
926
0.96 0.91
0.93 0.98
F,,t,ir
0.94 0.87
Data File:
S901SOOI
Site: EWPORT BCH
Date: 1101,01
DO] 10194
Day: Thursday
1820 E. Garry Avenue, Ste 116
Santa Ana, CA. 92705
Location
PACIFIC COAST HIGHWAY
Site: EWPORT BCH
egment
E)O MACARTHUR
BOULEVARD
Date: 08,29/02
aient
CITY NEWPORT BCH
interval
Combined
Day: Thursday
Begi
AM
PM
AM
PM
AM
PM
12:15
42 432
42 419
84 851
12:30
28 409
32 412
60 $21
12:45
21 445
36 432
57 877
01:00
24 79
432
1,645
26 79
440
1,738
50 158
872
3,393
01:15
22 383
16 448
38 831
01:30
15 406
20 430
35 836
01A5
18 424
17 420
35 944
02:00
6 34
397
1,703
20 45
447
1,791
26 79
844
3,494
02:15
10 414
9 426
19 840
02:30
11 442
8 446
19 888
02:45
7 450
8 472
15 922
03:00
10 37
434
1,767
8 41
444
1,884
18 78
878
3,651
03:15
7 466
11 482
18 948
03:30
14 424
12 478
26 902
03:45
6 443
10 480
16 923
04:00
7 68
485
1,883
15 71
484
1,794
22 139
969
3,677
04:15
19 444
10 458
29 902
04:30
18 482
18 406
36 888
04:45
24 472
28 446
52 918
05:00
37 230
471
1,959
42 281
464
1;717
79 511
935
3,676
05:15
59 510
48 449
107
959
05:30
64 506
80 400
144.
906
05:45
70 472
ill
404
181
876
06:00
114
744
476
1,824
110
7$4
384
1.483
224
1,528
860
3,307
06:15
128
444
174
399
302
843
06:30
248
474
234
.338
482
812
06:45
254
430
266
362
520
792
07:00
268
1,131
404
1,520
342
1,693
358
1,398
610
2,824
762
2,918
07:15
272
360
362
390
634
750
07:30
297
398
482
330
779
728
07:45
294
358
507
320
801
678
08:00
286
1,184
351
1,186
482
1,892
329
1,031
769
3,066
680
2.217
08:15
273
299
504
252
777
551
08:30
301
260
436
220
737
480
09:45
324
276
460
230
784
506
09:00
330
1,312
273
1.037
384
1,557
228
877
714
2,869
501
1,914
09:15
321
280
366
219
687
499
09:30
334
246
409
220
743
466
09:45
327
238
398
210
725
448
10:00
396
1,501
202
733
384
1,501
238
788
780
3,002
440
1,521
10:15
330
209
349
215
679
424
10:30
386
174
386
142
772
316
10:45
389
148
382
193
771
341
11:00
418
1,672
134
388
391
1,644
194
532
809
3,316
328
920
11:15
420
92 406
151
826
243
11:30
406
106
397
115
803
221
11:45
428
56 450
-
72 878
128
Total
Split
45.5 51.0
54.5 49.0
a1
)ay Total
25,512
26,437
51,949
DO
)ay Split
49.1 50.9
Peak Hour
11:00
05:15
0730
03:15
11:00
03:15
volum
1,672
1.964
1,975
1,924
3,316
3,742
"actor
0.98 0.96
0.97 0.99
0.94 0.97
H 33
v v
1920 E.
Garry Avenue, Cite 1 I b
Santa And, CA. 92703
Site: EWPC)ATBCH
Location
BUNI.IACANYON
DRIVE
Date: 09/I0/02
Segment
SR•73
TO CALIFORNIA
Client
: CITY NBWPORT BCH
W$
Combined
Duy: Tuesday
interval
Bcgi
AM
EB
PM
AM
PM
AM
PM
72:00
4 24
134
407
10 19
liB
443
14 42
252
850
12:15
7 90
4 3
117
116
11 10
201
213
12:30
7 97
1 92
7 179
12:45
6 1
6 86
99 365
7 13
9S
432
19 194
797
01:DO
01:15
2 97
2 104
4 2D1
01:30
1 83
2 112
3 195
207
01:45
2 2
5 86
110
456
2 1
3 121
109
512
4 3
8 219
963
02:00
D2:15
1 116
0 104
1 220
02:30
1 96
2 164
3 260
02:45
1 134
0 0
3 136
174
773
1 1
7 270
296
1,249
03:00
1 4
122
476
0 189
0 325
03:15
03;30
0 3
130
110
2 220
5 0145
0 1
10 108
96 474
1 3
19 182
168
577
1 4
29 29D
6 1,0$1
04:00'
0405
2 120
5 133
OCM
2 124
5 134
7 258
04:45
5 8
70 134
140
609
6 4
50 137
160
613
11 12
17.6 271
30D
1.222
05:00
051$
16 164
8 156
24 320
05:30
22 153
14 161
36 314
298
05:45
06:00
24 48
459
152
170
579
30 32
208
136
144
506
54 80
666
314
1,095
06;15
82 145
36 109
119
254
06:30
148
141
36 117
204
IS8
06 45
07:00
180
158
558
123
104
329
84 100
620
136
110
337
264
258
1,178
259
214
666
07:1.1
179
83 -
130
89 308
172
07:30
146
78 198
70 344
148
07.45 7b
l00
579
64 6S
236
192
197
798
68 58
250
268
297
1.366
132
123
480
08,00
03:15
186
62 191
76 377
139
08:30
154
55 209
74 362
129
08:45
138
54 192
42 330
96 09:00
145
510
56 176
162
609
52 158
307
1,119
108
334
09:15
108
48 172
39 280
87 09:3U
120
56 129
38 249
94 09:41
137
16 146
29 283
45 10:00
lob
446
26 104
162
562
20 80
268
1,008
46 194
10:15
11 b
28 132
21 248
49 10:30
114
23 120
20 234
45 10:45
110
25 148
19 258
64 11:00
101
582
14 34
126
549
IB
45 234
1.130
32 79
11:15
200
9 98
15 298
24 111D
143
5 154
7 307
12 11:45
131
6 160
5 291
11 Total
3.251
4,245
3.447
4,726
6.699
9.971
Split
48.5 47.3
51.5 52.7
Day Total
7.496
8,173
15,669
Day Spli:
47.8 S2.2
Ptak Hour
06:30
OS:15
07:45
03:00
08:I5
03:00
Volum
004
639
798
773
1,376
1.249
Factor
0.92 0.94
0.95 0.85
0.91 0.92
Data Flit: I)0It19052 '-f VL�
I azu G. Vai I ^vc11Uc„Jlc. I IV
Santa Ana. CA. 92705
.oration
SAN MIGUEL
ROAD
Segment
FORD RD TO SPYGLASS HILL RD
rlient
CITY NEWPORT
BEA
ilenal
NB
-
SB
-
Combined
:rgiu
AM
PM
AM
PM
AM
PM
12 00
4 17
107
387
0 0
59 271
4 17
166
658
12:15
5 88
0 70
5 158
12:30
5 93
0 70
5 163
12:45
3 99
0 72
3 171
01:00
6 11
94 401
0 0
62 254
6 II
156
655
01 15
3 112
0 48
3 160
01:3U
1 89
0 72
1 161
01 45
1 106
0 72
1 178
O2 01)
2 5
86 391
0 0
70 291
2 5
156
682
02 1
l
106
0 79
1 185
02.30 2
95 0
62 2
157
U2-4:
0 104
0 80
0 184
03:00
2 2
122
449
0 0
64 264
2 2
186
713
03 15
0 108
0 68
0 176
03-30
0 117
0 62
0 179
03 45
0 102
0 70
0 172
04 011
1 11
116
416
0 0
67 219
1 11
183
635
04 1:
2 94
0 60
2 154
04:30
5 96
0 54
5 150
04.45 3
110
0 38
3 148
05:01)
6 45
155
552
0 0
52 173
6 45
207
725
r)5' 15
11 148
0 48
11 196
r)5 31)
9 121
0 51
9 172
O;4;
19 128
0 22
19 150
Oo.00
20 133
80 278
0 1
32 95
20 134
112
373
06.15 26
67 0
20 26
87 00-31)
40 61
0 20
40 81
Oo.45
47 70
1 23
48 93
U7 Ur1
50 315
62 169
4 10
12 49
54 325
74 218
U" I
79 34
2 18
81 52
07 311
90 43
2 9
92 52
0' 4=
96 30
2 10
98 40
0:011
116 452
21 123
2 7
5 21
118
459
26 144
98:15
128
36 1
7 129
43 ON, 3u
104
40 2
4 106
44 !)V.45
104
26 2
5 106
31 99:00
122 387
36 116
4 19
7 20
126
406
43 136
09 15
92 33
6 7
98 40
09:311
90 25
5 4
95 29
tp):49
83 22
4 2
87 24
100)
84 353
19 57
4 49
4 11
88 402
23 68
!t) 1:
91 15
8 2
99 17
10:30
84 12
23 4
107
16 I1):45
94 11
14 1
108
12 11:00
82 356
7 20
23 160
1 4
105
516
8 24
i!:1;
84 4
35 2
119
6 11 3—
101
5 54
0 155
5 11 44
89 4
48 1
137
5 Total:
2,087
3.359
246
1,672
2.333
5.031
" Itt".
89.5 66.8
10.5 33.2
__a Totals
5.446
1.918
7,364
Day "plus
74.0 26.0
ik Hou•.
08:15
05:00
11:00
01:30
11:00
02:45
lurne
458
552
160
293
516
725
Factor
089
0.89 0.74
0.93 0.33
0.97 Data File :
DO110209
Site: EWPORT BCH
Date: 11 01,01
Day: Thursday
1820 6. Garry Avenue, Ste
116
Santa Ana,
CA. 92706
Location
PACIFIC COAST
HIGHWAY
Segment
FJO
NEWPORT COAST DRIVE
Client
: (wry NEWPORT
1101
INS
Combined
Interval
$egi
A
EE
Fm
AM
P1N
'
AM
41 125
PM
492
1,940
12:o0
2)
70 2112
964
18 55
Z70
976
35 461
12:15
21 Z3d
14 16
227
2"
31 494
12:30
IS
250
7 233
IB
493
12:45
11 37
258
210
1,001
6 26
238
933
19 63
449
1,040
01:00
13 10
238
23 S02
01 15
13 264
6 no
12 503
01.30 250
4 2
9 487
01:45
5 5
I7
Z50
270
1.112
4 22
26565
1,066
12 49
535
2,178
02:00
8 4
261
Il
52 2
02:15
7 261
10 298
1 396
02110
7 298
4 242
919
02AS
5 II
283
323
1 286
249
1,171
5 30
556
2.437
03:
Z
4 332
8 655
03:15
4 3Z3
4 302
g
654
03:30
4 352
8 28S
9 392
03:45
I
16 53
304
371
1,497
7 54
300
1,120
23 107
671
2.617
p4:00
9 332
8 260
17 592
592
04:15
04:15
14 370
IS
268
29 38
639
716
04:45
14 157
424
484
1,878
24 2S6
292
1,051
65 415
19 2.936
05:00
U5:13.
20 25
476
40 )35
7 776
52 05:30
50 479
78 110
273
250
129
172684
699
03:43
62 87
364
439
416
1.562
IID
843
268
962
197
t,407
2,524
06,00
06:15
Hs
439
252
289
422
691
603
06:30
154
330
268
226
216
499
S46
06:43
140
190
925
264
264
938
J55
355
1.806
2D2
728
545
2,731
466
1,666
D7:00
07:15
Z2U
25d
452
184
672
732
438
407
07:30
253
236
479
520
17i
171
792
333
07:45
262
249
907
184
193
704
478
1,91%
142
472
727
11825
335
I,I76
D8:00
02:15
240
167
465
106
705
273
272
08:3D
230
156
515
116
108
745
t548
29G
08AS
198
90)
189
186
606
460
3S4
1311
89 395
$66
2,212
2755
991
09:00
212
225
158
290
109
$IS
266
D11:15
09:30
234
152
346
96 580
248
202
09:45
2)0
110
360
321
294
1,110
92 74
273
551
506
1.992
166
633
10:00
222
882
92 101
276
103
$20
204
10:15
242
75 280
60 406
135
10:30
110:45
21G
202
92 268
36 132
470
492
2,014
128
1224
347
11:00
244
936
68 195
248
1.078
56 11:15
z16
56 290
270
30 432
72 I1:30
212
42 29
27D
31 534
61 11:45
Total
264
5,470
12,109
80 ,5D
M96
I3:470
21,405
Split
39.2 $6.6
60.8 43.4
Day Total
17.579
17,796
35.375
tzay Split
49.7 50.3
Peak Hour
07:30
05:00
07:45
03:15
07:45
2,959
p4:4S
2,963
Velum
1.004
1,878
1,979
1,222
0.95 0.95
Factor
0.96 0.97
0.95 0.92
• Unta File : 1X1209U48
Site: EWPORT BCH
Datc: 09/10M2
Day Tuesday
IH2U E. (ram Avenue. Jtc. 1 10
Santa Ana, CA 92705
: PACIFIC COAST HIGHWAY
i.ucauon
AT THE SANTA ANA
RIVER
5cument
.1Wnt
NEWPORT
BEAC14
Icrval
EB
AM
�B
PM
AM
PM
12.00 31
105
276
1.094
50 145
313
1,198
12311
;
24 242
30 J 12
12.311
24 258
}9
2?8
1245
26 318
26 21);
U100
17 55
242
1.072
10 64
298
1.193
OI:IS
14 26816
304„J
01:30
14 282
IH
1114$
10 280
I1
I?
41 31,c
328
1.373
42.01)
12 36
263
1,149
u21S
IU
2 97
12 368
U2.30
6 299
7 342
12.45 8
290
10 333
U3:00
6 37
264
1,176
10 30
458
I,816
03:15
5 308
8 440
03:30
10 325
6 462
6 113.45
16 279
6 45 .
04:00
8 59
265
1207
6 49
556
3,302
(14:15
9 294
5 555
04:3U
11 316
-
17 601)
04:43
31 33,
21 582
05:00
33 306
300
1.250
34 164
681
2.701)
15.15 66
310
28 710
1630
92 340
44 721
:,5 45
115
300
58 588
u0.1i11
156
1.'_23
248
I,U12
85 557
Sus
1.62_'
6 252
260
129
428
116 301j
365
2 74
162
41"
+16 45
450
230
181
_2i2
07:0)
473
2.465
184
588
218
1 -078
294
1,014
07:1;
628
1-12
249
220
07 30
652
140
329
249
07:45
712
122
282
245
118.110
606
2.261
125
463
306
1.068
204
730
UN
565
117
256
104
ue 30
58(1
12U
274
166
108 45
504
101
232
130
09 uU
350
1,341
122
455
238
958
19U
702
U9:15
341
128
224
178
09:30
334
101
228
168
09 45
316
104
268
166
1 UI uu
268
1,080
116
369
252
1.1120
144
512
I0 15
237
81 246
13�
10.30 274
92 25X
118
10 45
281
80 264
115
I I i)U
273
1,107
64 212
264
1.112
10:
367
i 1. 15
296
58 268
`)
11:31.)
254
42 206
102
11.45 282
48 314
65 11a1
10,075
10.047
6.286
I5.558
;.,
61.6 39.2
33.4 (10.X
I)a, Iotal
20,122
21.844
Sp11t
47.9 32.1
ak I1Uu
07. 15
04.45 07:30
1)S INI
b`UIu111
2,598
1.282
1.173
2.709
I a: tU
0.91 0.94
0.89 1194
Data 1 11c . D011 1143 9 �5-1
Combined
AM
PM
81 250
580
2.292
54 554
63 536
;2
613
36 119
54U
2.265
30 57)
32 i5i
71 598
24 77
591
2.522
665
13 641
18 625
16 67
722
2,992
13 748
16 787
»
735
14 108
821
3.509
14 849
28 925
52 914
67 470
981
3,959
04 1.029
136
1.061
llt
898
241
1.780
753
2.634
3N1
6N8
{27
691
671
502
691
3.543
478
1,602
877
308
981
389
91)4
367
)12
3.329
J'_1)
1.213
821
311
t6U
286
736
287
588
2.299
312
1.137
565
300
562
269
584
270
520
2,100
2(0
' 331
503
21(1
532
210
195
;39
2,219
167
$74)
564
155
144
Site: EWPORT BCH
Date: 1 1i20.01
Day: Tuesday
;)6 113
16.361 25,605
41.966 f, f
O".15 04:45
PM5
U.vS 0.94
I UU C. Barry AVenue, We- i 10
Santa
Ana, CA. 92705
Location
COAST HIGHWAY
Segment
OLD NEWPORT BLVD TO RIVERSIDE
Client
CITY NEWPORT
BEA
WB
Combined
Interval
AM
EB
PM
AM
PM
AM
PM
Begin
12�00
42 123
399
1,688
38 151
426
1,800
80 274
825
3,488
12:15
32 428
40 466
72 894
12:30
31 442
41 468
72 910
12:45
18 419
32 "0
50 859
O1:00
17 63
4"
1.738
28 127
446
1.874
45 190
890
3.612
01 15
IS
480
33 456
48 936
01:30
12 408
36 488
48 896
01 45
19 406
30 484
49 890
02.00 16
46 414
1.693
15 51
438
2.031
31 97
852
3,724
d2:15
II
396
12 508
23 904
02:30
10 447
12 503
22 950
02.45 9
436
12 $82
21 1,018
7 36
416
1,746
6 33
510
2.200
13 69
926
3,946
03:00
9 526
19 1.002
03:I5
10 476
10 550
15 985
03:30
5 435
g
614
22 1.033
03:45
14 16
84 419
438
1,796
3 35
592
2.615
19 119
1,030
4,401
04:00
8 684
14 1,144
04:15
6 460
14 649
32 1.085
04-30
18 436
10 690
54 1.142
04:45
44 46
324
452
443
1,647
36 179
742
2.936
82 503
I,185
4,583
O5:00
31 764
83 1.195
05:15
52 431
46 746
132
1,162
05:30
86 416
66 684
206
1,041
05:45
140
139
1,051
357
295
1.110
87 567
507
1.566
226
1.618
8028
2.676
06:00
O6 1;
222
294
114
444
336
06:3U
294
258
168
336
462
594
06:J5
396
263
198
279
594
542
07:00
440
2,358
212
801
236
1,293
291
1.026
676
3,651
503
1,827
07:15
582
172
263
243
845
415
07:30
676
195
380
238
1,056
433
07:43
660
222
414
254
1.074
476
08:00
704
2,500
187
761
338
1,424
243
992
1,042
3,924
430
1,753
08 IS
626
196
348
260
974
456
08:3U
560
184
359
251
918
435
0S 45
610
194
380
238
990
432
09*0
436
1,794
186
664
357
1,423
271
1,023
793
3,207
457
1.687
Ov•15
464
180
362
279
826
459
O(J:30
466
144
325
270
791
414
01) A 5
418
154
379
203
797
357
10:00
356
1.534
159
493
332
1,435
214
701
688
2,969
373
1,194
10:15
390
120
387
I80
777
300
IU:30
395
122
354
166
749
288
10145
393
92 362
141
755
233
11:00
384
1,554
96 310
378
1,660
137
454
762
3,214
233
764
II 1S
384
78 412
120
796
198
11:30
370
66 406
100
776
166
11:45
416
70 464
97 880
167
Totals
11,457
14,437
8,378
19,218
19,835
33,655
Split-i.
57.8 42.9
42.2 57.1
Ilay fowls
25.894
27.596
53,490
Day Splits
48.4 31.6
Pe A Ilour
07:30
04:15
11:00
04:45
07:30
4,146
04:45
4,684
Vulumc
2,666
1,791
1,660
0.89 2.942
0.96 0.97
0.98 Factor
0.95 0.97
Data File :
DOI 10187
81,65
Site: EWPORT BCH
Date: 10/31?01
Day: Wednesday
1.•421) E. l,all'V .\,clluc. SIC. I I I%
Santa Ana.C�.91_705
alit EWPORTBCH
I.ucrliun
ADAMS AVENUE
Dale: 2U.Ul
�c_,ncnt
AT
THE SANTA ANA
RIVER
" rnl
NEW'PORT
BEACH
Combined
Day. Tuesday
:nal
1 AM
EI3
PM
Ah1
Slut
AM
PN1
n
12.011
18 62
265
1,172
36 122
29?
1.130
54 184
500
2.302
12:15
18 302
38 196
56 598
2:30
17 320
28 292
45 612
9 285
20 247
29 532
.2:45
011)0
8 30
242
975
26 U5
29U
1.187
34 95
538
2,162
)I li
8 242
14 1.80
1_2
322
II31)
to
235
13 3U9
1_3
504
4;
4 230
12 3U2
10 538
02:00
II
35 248
1,085
12 =`)
340
1.380
23 74
594
2,465
12 15
10 260
10 341
20 601
)2:30
12 289
9 343
21 032
2 288
8 350
10 638
,)2.45
0J•0U
7 24
300
1,132
8 :8
.792
1.699
1S
62 6')8
2.851
13 1 i
3 280
12 400
15 6S0
3.31)
8 284
8 438
16 722
03.45 6
292
l u
4e1)
16 751
04.110
12 102
242
1,139
470
2.192
17 145
762
.3.331
-4.15
24 254
10 5;4
34 808
4'30
29 317
10 373
39 895
14.45 37
276
I8
590
55 866
05:00
35 287
315
1,277
13 117
660
2.505
48 404
981
3,782
-5.15
64 310
32 o62
96 972
5:30
IOU
354
30 (IU?
130
gill'
115 4;
88 _298
4'_
574
110
872
U6 t111
132
970
_57
1,098
51 31�
317
;.S65
183
1._S8
774
2J963
182
292
71 i24
253
818
(IJU
281
283
83 428
364
711
u6 4i
375
166
1 13
394
488
660
0:0
532
2,729
210
766
120
'11)
330
1,102
652
3.448
540
1,868
7.1 678
206
151
284
821)
490
i
7.3t1
774
174
198
236
972
410
„7 4c
745
171)
250
23 l
W)i
408
uS Un
321)
2.06R
114
309
224
.;I,
2,Is
g49
744
:.,)-'.4
Ji_'
1.J58
I S
Si 8
129
234
2U?
7,)2
331
8 311
514
137
192
_I12
706
))9
118.44;
47o
130
206
2a1,
682
136
9:U1)
414
1,346
122
417
214
}30
22O
Sol
628
2.176
342
1.218
41. 354
107
200
0 ;54
29.7 9..iU
309
94 210
14S
1 I `)
292
I)`) 45
209
94 206
193
475
247
u U0
234
1,038
86 300
192
N41S
158
4(14
426
1.386
244
764
u 1;
254
93 188
12o
442
211)
JU
270
66. 200
')2
470
I i8
f,
,U
iU.45
280
55 208
SS
i48
143
I.uO
244
1,048
GI
175
265
I.U25
88 262
514
.2.073
149
437
1 i i
263
36 223
70 491
106
1 30
263
48 258
(10
526
108
V�
114i
168
30 274
44 542
74 ,✓
c,
,I
9,7)9
IO.UGS
5,02U
1i.436
)4.7i9
25.501
t
66.0 39.5
34.0 64.i
�rr,•�
g4o0D zf 7i 000
o
4>a, to;al
19.804
20.4:6
40.260
P
Dravla� vo
Split
49 SU.8
�`1°.2
F
I . 161u
07-UO
US:UU
1 1.0!.
04 -1
,)7.15
05:00
alum
2.729
1.177
LUZ;
2.321
3.540
3.781_
I alto
0-88
U 90 •
0.94 11 `):
,1 8,)
0 46
i q
niu File DUI 11141 M 1
l
I ocation
Segment
C'I,cnt
Interval
bell,
11100
12.li
12 30
1 2 4i
(;14?
U-1.OU
U2:li
U2:30
02 a5
03 OU
U3 I
(,3 30
u34i
04: 15
u4.30
64:4 i
wj;mo
3u
i.4?
,;6 w!
4b 31,
i,6 4i
ti" IS
q- 3u
,t7 4i
("%i.oh
us 1 i
08.30 Os.45
u9 06
.,') I i
uv 31.
v 45
I U uU
,, 3u
IU 4i
I I nU
I I:
1U
1 v:u I
UT: I aul
iJu� ipl,l
1'cus Ihm
o1u:u
1' 30,1
VICTORIA STREET
AT THE SANTA ANA RIVER
NEWPORT BEACH
EB
AM
PM
20 65
143
610
18 159
16 171
II
137
.10
33 165
622
4 142
8 172
6 143
5 18
152
675
2 150
5 167
6 206
7 40
136
635
8 190
11 181
14 128
7 58
210
726
14 168
12 168
25 ISO
28 213
196
764
42 208
81 156
b2
204
114
676
160
629
122
167
176
182
264
120
294
1.392
132
512
352
126
394
104
352
150
342
1,140
98 342
254
88 272
74 272
82 230
742
74 263
20i
66 161)
73 138
SU
140
543
75 227
124
46 169
.68
110
38 156
543
41 108
I it)
15 136
34 132
18 5,463
6.113
59.6 37.5
11,576
45.4 07:15
05:00
1,440
764
0.91 0.92
1820 C. Garry Avenue, Ste. 116
Santa Ana, CA. 92?05
WI3
AM
PNI
36 105
163
662
31 162
20 1?4
13 178
8 4('
1')0
746
16 182
1 i
18n
7 18>
20 58
204
930
16 2Ui
12 '-i4
10 273
2 23
241
1,108
7 271
7 304
7 292
6 43
3b8
1.517
10 350
II
374
16 425
30 164
400
1,693
36 44i
52 448
46 40'-
37 323
424
1.286
80 330
92-62
114
244
110
:68
-'U2
744
141
21O
151
1?2
166
100
156
:94
13S
527
164
I:_'
142
122
132
13;
132
564
116
420
136
98 162
104
134
1U2
155
i59
92 309
137
j2
124
61 143
64 148
662
70 247
154
14.4 170
it
190
42 3.709
10.1.)
40.4 62.i
1:.9u4
i 4.0
1 1:00 05! 1 i
662 1.717
0.87 U.%
I,_ta I ,Ic S932SO01 H 4
File:
Combined
AM
P%I
56 170
311
1.272
49 321
36 3'-5
29 315
I $
79 355
1.363
2i
324
23 358
13 331
25 76
356
1.611
18 355
17 421
16 4-9
9 63
317
1.743
15 461
19 485
21 420
13 101
578
2.243
24 518
23 542
41 605
58 377
596
2,457
78 651
133
604
108
606
1iI
999
:84
1.915
2U2
i23
268
444
373
3W
404
..960
334
1.256
493
336
54i
'_ 6
518
3:0
498
'34
236
869
418
220
41-1
I96
404
217
362
i.306
I X)
633
3.11 164
331
177
272
l52
205
i.102
167
536
261
138
193
129
253
102
304
:.205
III
355
?71
99 3U6
8i
322
(NI
,).1-2
16.3U8
O'(Y "
Site: EWPORT BCH
Date: 11:20)01
DOI11142
Day: Tuesday
.
2i,43u 'o� pia
FIa:Tnnc
07.15 05:UO
2.0i 4 2.45'
0.94 0.94
1920 E. Garry Avenue, Ste. 116
Santa Ana, CA. 92705
Location
MESA DRIVE
Site: EWPORT BCH
Segment
E/O NEWPORT BLVD-EAST
Date: 10/30/01
Client
CITY NEWPORT BEA
Interval
EB
WB
Combined
Day: Tuesday
Beget
AM PM
AM
PM
AM
Pti1
12:00
8 20 60
244
1 5
42 151
9 25
102
395
12:15
4 54
1 32
5 86
12:30
4 58
2 40
6 98
12:4i
4 72
1 37
5 109
01:00
10 17 54
195
2 8
42 137
12 25
96 332
01:15
1 47
3 30
4 77
01:30
5 41
2 29
7 10
U1.45
1 53
1 36
2 89
02.01)
1 7 67
214
1 4
30 114
2 11
97 328
02:1 i
4 47
2 24
6 71
02:30
0 42
0 32
0 74
02:45
2 58
1 28
3 86
03:00
0 4 53
241
0 3
40 163
0 7
93 404
03:15
2 50
1 36
3 86
03:30
0 69.
2 48
2 117
03:4i
2 69
0 39
2 108
04:01)
2 13 66
287
2 8
52 242
4 21
118
529
04:15
3 74
3 45
6 119
04:30
2 78
1 66
3 144
04:45
6 69
2 79
8 148
05.01)
7 39 80
345
2 20
118
470
9 59
198
815
05.15 5 89
2 128
7 217
05.30 14 84
5 128
19 212
05:45
13 92
II
96 24
188
00:00
17 95 99
270
8 38
84 206
25 133
183
476
Ub:13
14 66
8 56
22 122
06:31)
16 49
6 32
22 81
06.45 48 56
16 34
64 90
07:01)
44 242 57
190
17 117
34 86
61 359
91 276
07.15 56 47
32 18
88 65
07.30 50 41
44 17
94 58
U7.45
92 45
24 17
116
62 08:00
74 248 46
168
24 107
26 80
98 355
72 248
UK 1 i
76 44
35 24
11 1
68 U8 30
57 37
24 15
81 52
Ux 4i
41 41
24 15
65 56
0:00
29 146 44
156
14 80
8 39
43 226
52 19i
w)Ii
39 43
24 5
63 48
OY.3()
40 36
22 18
62 54
09:4 i
38 33
20 8
58 41
IU.QU
38 156 35
90 32
93 8
35 70
249
43 125
IU:15
43 16
26 9
61)
25 10:30
40 23
18 14
58 37
10.45 35 16
17 4
52 20
11 00
38 191 11
55 35
146
5 17
73 337
16 72
I I: l 5
48 11
38 5
86 i 6
11.3o
47 16
29 2
76 18
11:4i
58 17
44 5
102
22 'rotals
1,178 2,455
629
1.740
1.807
4,195
plit"16
65.2 58.5
34.8 41.5
Ilay l'ouls
3,633
2.309
6.002
Day Spills
60.5 39.5
rak Iluur
07:45 05:15
11:00
05:00
07:30
05.00 Vulumc
299 364
146
470
419
815
F or
0.81 0.92
0.83 0.92
0.90 0.94
Data File :
DOI 10178
kit
1920 E. Garry Avenue, Ste. 116
Santa Ana,
CA. 92705
_ocation
DEL MAR AVENUE
segment
E/O
NEWPORT BOULEVARD
'liens
NEWPORT
BEACH
File:
nter%al
EB
WB
Combined
3egtn
AM
PM
AM
PM
AM
PM
12:00
9 33
75 377
12 31
92 367
21 64
167
744
12:15
10 94
12 81
22 175
12:30
8 108
2 95
10 203
12:45
6 100
5 99
11 199
01:00
7 33
116
384
5 18
79 334
12 51
195
713
01.15 10
66 4
86 14
152
01 30
6 108
3 91
9 199
01 45
10 94
6 78
16 172
02-00
2 20
100
359
4 20
94 315
6 40
194
674
02:13
5 62
4 74
9 136
02:30
10 93
10 70
20 163
02:45
3 104
2 77
5 181
03:OU
7 13
100
461
4 II
84 344
II
24 184
805
03:15
2 112
4 80
6 192
03:30
2 122
2 90
4 212
03:45
2 127
I
90 3
217
04:00
7 22
139
544
6 45
96 434
13 67
235
978
04.15 5
130
8 116
13 246
04:30
4 143
9 132
13 275
04 4;
6 132
22 90
28 222
05:00
9 52
172
652
14 121
150
600
23 173
322
1,252
05 15
12 172
22 164
34 336
05:30
13 152
37 150
50 302
05.45 18
156
48 136
66 292
U6.Ou
38 202
164
518
56 343
151
464
94 545
315
982
Ob.15
38 122
73 132
III
254
06:3U
44 114
108
112
152
226
Otr45
82 118
106
69 138
187
07.00 95
427
116
401
119
620
76 255
214
1.047
192
656
07:15
94 108
169
72 263
180
07:31i
108
106
180
54 288
160
07:45
130
71 152
53 282
124
08:00
115
394
92 329
134
517
45 155
249
911
137
484
08.15 110
78 116
36 226
114
08:30
84 90
131
34 215
124
08.45 85
69 136
40 221
109
09:00
78 285
62 269
104
396
57 165
182
681
119
434
U9:15
72 80
116.
38 188
118
09.30 64
63 90
37 154
l00
0t/.45
71 64
86 33
157
97 1000
69 288
60 176
102
335
29 90
171
623
89 2b6
I0.15
70 42
69 20
139
62 l0 30
79 44
77 19
156
63 10.45
70 30
87 22
157
52 11.00
101
346
30 102
70 .293
26 61
171
639
56 163
11.15 78
22 68
13 146
35 11.30
74 32
67 10
141
42 11.45
93 18
88 12
181
30 Totals
2,115
4,572
2,750
3,584
4.865
8,156
Split, ,
43.5 56.1
56.5 43.9
Uay futals
6,687
6,334
13.021
Day Splits
51.4 48.6
Pcak Hour
07:30
05:00
07:15
05:15
07: 15
05:00
Volume
463
652
635
601
1.082
1,252
Factor
0.89 0.95
0.88 0.92
0.94 0.93
Data File
59205001
H N�-
taw t
Site: EWPORT BCH
Date: 10; 30,01
DO[ lot",()
Day: Tuesday
1820 E. Garry Avenue, Ste. 116
Santa Ana, CA. 92705
Ltxauon
: 22nd STREET
Segment
E/O NEWPORT BLVD-EAST
"Bent
CITY NEWPORT BEA
Inten-al
WB
EB
Combined
Bvgtn
AM
PM
AM
PM
AM
PM
12.00 3
14 84
339
14 40
122
438
17 54
206
777
12:15
3 78
7 85
10 163
12 30
5 81
10 113
15 194
1245
3 96
9 118
12 214
01:00
1 7
84 339
6 18
100
375
7 25
184
714
01.15 2
82 5
90 7
172
01.30 1
90 2
93 3
183
01 45
3 83
5 92
8 175
02:00
2 10
86 388
9 17
102
543
11 27
188
931
02:15
2 91
4 132
6 223
02'30
3 97
3 148
6 245
02.45 3
114
l
161
4 275
03:UU
1 5
152
471
2 5
117
552
3 10
269
1.023
03715
2 118
1 119
3 237
03,30
1 110
0 144
1 254
03:45
1 91
2 172
3 263
04:O0
3 25
118
468
0 9
140
601
3 34
258
1,069
Ud 15
5 112
1 148
6 260
04.30 9
122
2 154
II
276
O4.45
8 116
6 159
14 275
05 UO
8 69
136
536
8 37
146
537
16 106
282
1,123
0.1 16
156
6 132
22 288
05.30 18
132
6 '176
24 308
05 45
27 112
17 133
44 245
06•UU
32 184
96 339
12 132
129
550
44 316
225
889
06 1 ;
40 79
34 145
74 224
06 30
44 86
32 146
76 232
U6.45
68 78
54 130
122
208
07.Ut1
71 40$
78 225
80 380
127
383
151
785
205
608
0/:1S
106
54 92
92 198
146
07-30
Ill
46 89
95 200
141
07:45
117
47 119
69 236
116
08.O0
138
436
44 159
123
417
74 278
261
853
118
437
ox.IS
124
31 120
70 244
101
Ux 31j
90 41
82 65
177
106
U.4;
84 43
92 69
176
112
U9 Utr
83 351
42 149
76 293
74 241
159
644
116
390
09:15
102
36 66
58 168
94 O9-30
74 40
81 64
155
104
01; 49
92 31
70 45
162
76 IU 00
70 291
20 79
82 298
55 134
132
589
75 213
Ili 15
58 25
68 32
126
57 IU 30
84 20
62 28
146
48 lU 4:
79 14
86 19
165
33 II 00
76 313
7 41
88 394
21 62
164
707
28 103
1115
77 18
110
18 187
36 11:30
80 11
94 13
174.
24 11 45
80 5
102
10 182
15 'rutuli
2,110
3,533
2.040
4,744
4,150
8,277
phr'.
50.8 42.7
49.2 57.3
Da% I'uidk
5.643
(094
12.427
r)a} Splits
45.4 54.6
eA Hour
07:30
04:45
07:30
03:45
07:30
04:45
Vulume
490
540
451
614
941
1.153
Factor
0.89 0.87
0.92 0.89
090
0.94 Data Fite
DOI10181
� �3
Site: EWPOER VXH
Date: 10/30/01
Day: Tuesday
1820 E. Garry Avenue, Ste. 116
Santa Ana, CA. 92705
ocation
: 19th STREET
Site: EWPORT BCH
egment
EJO NEWPORT BLVD-EAST
Date: 10/30/01
'Bent
CITY NEWPORT BEA
xer%al
EB
WB
Combined
Day: Tuesday
egtn
AM PM
AM
PM
AM
PM
12 00
14 37 114
402
5 22
132
567
19 59
246
969
12.15 8 96
6 130
14 226
12 30
10 94
7 152
17 246
12 -1;
5 98
4 153
9 251
UI UU
5 16 92
395
4 21
145
586
9 37
237
981
01:15
1 123
6 149
7 272
01:30
2 76
3 144
5 220
01AS
8 104
8 148
16 252
0100
3 7 116
432
3 11
152
555
6 18
268
987
02 IS
0 102
3 138
3 240
0130
3 100
4 120
7 220
02:45
1 114
1 145
2 259
03:00
1 5 122
473
2 7
178
660
3 12
300
1,133
03:15
2 107
2 164
4 271
03:30
0 122
0 160
0 282
03:45
2 122
7 158
5 280
04 U0
3 12 125
472
4 22
174
660
7 34
299
1,132
04 15
4 108
6 154
10 262
04 36
2 113
9 184
.11
297
04 45
J 126
3 148
6 274
05 00
1 39 127
478
7 70
170
671
8 109
297
1.149
05.15 9 113
14 158
23 271
05.30 18 117
21 I81
39 298
0545
It 121
28 162
39 283
06.00 15 135 117
466
39 230
138
480
54 365
255
946
06:15
28 132
38 127
66 259
06:30
31 127
76 111
107
238
06.45 61 90
77 104
138
194
07.UU
60 324 t08
382
99 589
88 310
159
913
196
692
07:13
84 100
150
90 234
190
07 30
88 82
162
70 250
152
07 45
92 92
178
62 270
154
08.60 92 388 73
259
146
568
102
303
238
956
175
562
08 15
III 61
128
89 239
150
tJ6lU
88 63
160
59 248
122
08 4;
97 62
134
53 231
115
09.00 80 327 65
226
129
470
66 190
208
797
131
41b
09.15 81 62
116
52 197
114
U9.30
80 50
119
38 198
88 Uri 45
86 49
108
34 194
83 lU UU
84 319 40
136
94 454
26 128
178
773
66 264
IU 15
70 42
118
36 188
78 lulu
81 30
124
40 205
70 10.45
84 24
118
26-
202
50 11:00
97 393 16
63 110
497
17 70
207
890
33 133
11.13 92 27
126
22 218
49 11.30
106 14
121
20 227
34 11.45
98 6
140
II
238
17 rutals
2,002 4,184
2,961
5,180
4,963
9,364
1phl„„
40.3 44.7
59.7 55.3
►a1 1 Bala
b,IRb
U41
14.3.17 74) Splits
43.2 56.8
Peak Flour
11:00 05:45
07:15
05:00
07:J0
05:00
%'Jlulnc
393 497
636
671
997
1.149
Factor
0.93 0.94
0.89 0.93
0.02 0.96
Data File :
DOI 10182
H N q
Location
Segment
-Ifent
ntern al
Begin
12:00
12.15 1'_:30
12:45
01 :00
OI IS
01 -30
01 :45
02:00
02:1 5
02.30 0 1145
03 00
03.15 03 30
03 45
04:15
LW30
04:45
05:00
05.15 0:30
04,45
ub 00
06.15 06.30
06:45
0" 00
0': 13
0' 30
0— 4-;
ur:OO
08 15
08.30 08:45
09 00
09.15 01) 30
uV 45
10.0u
10 15
10.30 16 45
I , 00
11 15
I i'30
Ii:4<
Total,
oln"�
Day 'totals
Day Splits
cal. Hour
4 olumc
Factor
Data File
I7TH STREET
FULLERTON TO ORANGE
NEWPORT BEACH
EB
AM
PM
44 146
332
1,335
42 323.
30 334
30 346
18 80
324
1 �254
22 308
14 314
26 308
20 46
280
1.186
7 289
8 308
11 309
16 41
340
1.294
7 324
8 290
10 330
12 71
306
1.201
13 320
17 271
29 304
26 177
291
1,125
27 290
56 272
68 272
69 489
272
967
87 236
143
243
190
216
202
977
196
781
258
222
233
190
284
173
267
996
171
674
242
159
231
160
256
184
292
1,034
169
699
256
204
245
158
241
168
266
1,078
146
500
237
139
272
123
303
92 282
1,149
106
351
275
88 284
93 308
64 6.284
11.357
51.8 48.9
17,641
49.9 11:00 12:00
1,149 1,335
0.93 0.96
$932S001
1820 E. Garry Avenue. Ste. 116
Santa Ana. CA. 92705
WB
AM
PM
44 138
339
1,414
35 376
28 359
31 340
32 110
357
1,386
22 325
36 348
20 356
10 40
340
1,292
10 306
11 308
9 338
12 37
340
1,239
8 307
8 301
9 291
12 70
308
1.282
8 328
17 306
33 340
25 223
332
1,328
40 368
74 333
84 295
102
485
298
1.009
99 270
148
233
136
208
191
780
216
776
179
212
204
184
206
164
221
822
216
695
190
170
195
171
216
138
246
968
160
628
230
179
242
141
250
148
230
1,042
132
438
256
106
276
98 280
102
237
1,134
120
379
286
92 327
74 284
93 5.849
11.866
48.2 51.1
17,715
50.1 11:00 12:15
1,134 1.432
0.87 0.95
p N5
File:
Combined
AM
PM
88 284
671
2.749
77 699
58 693
61 686
50 190
681
2,640
44 633
50 662
46 664
30 86
620
2.478
17 595
19 616
20 647
28 78
680
2.523
15 631
16 591
19 621
24 141
614
2.483
21 648
34 577
62 644
51 400
623
2,453
67 658
130
605
152
567
171
974
570
1.976
186
506
291
476
326
424
393
1,757
412
1.557
437
434
437
374
490
337
488
1.818
387
1.369
432
329
426
331
472
322
538
2.002
329
1.327
486
383
487
299
491
316
496
2,120
278
938
493
245
548
221
583
194
519
2.283
226
730
561
I80
611
167
592
157
12,133
23.223
35.356
11:00 12:15
2.283 2,759
0.93 0.99
Site: EWPORT BCH
Date: I Oi 31 /O I
DOI10183
Day: Wednesday
1920 E. Garry Avenue. Ste. 116
Santa Ana, CA_ 92705
_ovation
16th STREET
iegment
OLD NEWPORT BLVD TO ORANGE AVE
'liens
CITY NEWPORT BEA
merval
.. WB" — . __
EB
Combined
3egm
AM PM
AM
PM
AM
PM
12:00
3 5' 44
172
3 9
28 172
6 14
72 344
12:15
2 35
3 54
5 89
12:30
0 42
3 46
3 88
12:45
0 51
0 44
0 95
01:00
0 2 35
184
0 2
38 114
0 4
73 298
01:15
0 60
0 22
0 82
01:30
1 53
0 26
1 79
01:43
1 36
2 28
3 64
02.U0
0 4 39
189
0 1
26 128
0 5
65 317
02:15
I 48
0 33
1 81
02.30 0 44
0 39
0 83
02:45
3 58
1 30
4 88
03:00
l 2 40
153
0 2
38 167
1 4
78 320
03:15
0 38
0 54
0 92
03:30
1 35
2 38
3 73
03:45
0 40
0 37
0 77
04:u0
0, 4 44
197
1 3
35 123
1 7
79 320
04:15
0 56
0 24
0 80
04:30
0 47
2 28
2 75
04:45
4 50
0 36
4 86
05:00
0 17 44
158
0 4
43 121
0 21
87 279
05:15
3 43
1 30
4 73
05:30
6 42
2 18
8 60
05:45
8 29
1 30
9 59
06:00
12 76 34
112
4 27
14 58
16 103
48 170
06:15
13 31
5 14
18 45
0630
20 23
8 20
28 43
06:45
31 24
10 10
41 34
07-00
17 91 14
75 8
118
II
50 25
209
25 125
07:15
22 25
22 12
44 37
07:30
26 18
48 16
74 34
07:45
26 I8
40 II
66 29
08.00 22 109 IB
67 32
102
23 56
54 211
41 123
08:15
32 18
22 13
54 31
08:30
25 14
26 6
51 20
08:45
30 17
22 14
52 31
09:00
16 102 20
56 18
84 8
47 34
186
28 103
09:15
34 17
22 13
56 30
09:30
23 9
26 13
49 22
09:45
29 10
18 13
47 23
10:00
38 117 8
33 18
99 14
21 56
216
22 54
10:15
16 11
17 7
33 18
10:30
35 9
34 0
69 9
10:45
28 5
30 0
58 5
II:Ou
27 142 8
25 30
119
5 19
57 261
13 44
II 15
34 6
28 4
62 10
t 1:30
41 6
32 6
73 12
11 45
40 5
29 4
69 9
Totals
671 1,421
570
1.076
1,241
2.497
Split %
54.1 56.9
45.9 43.1
tlati f1�l�la
2,092
I.hah
3.738
Day Splits
56.0 44.0
Peak Ilour
11:00 12:45
07:15
12:15
11:00
12:15
Volume
142 199
142
182
261
345
Factur
0.87 0.83
0.74 0.84
0.89 0.91
LAO
Data File :
DOI 10184
I t
Site: EWPORT BCH
Date: 10/31 /01
Day: Wednesday
1820 E. Garry Avenue, Ste. 116
Santa Ana. CA. 92705
Location
15th
STREET
Segment
: OLD
NEWPORT BLVD TO
ORANGE AVE
'Itent
CITY NEWPORT
BEA
nterval
EB
WB
Begin
AM
PM
AM
PM
12:00
1 4
18 103
1 3
16 65
12:15
2 20
0 18
12.30 0
28 0
18 12.45
1 37
2 13
01:00
0 1
32 90
3 6
28 106
01:15
1 33
1 37
01:30
0 IS
1 22
01.45 0
10 1
19 02:00
1 1
22 107
0 0
18 88
02:15
0 23
0 12
02:30
0 39
0 14
02:45
0 23
0 44
03:00
0 0
13 79
0 0
18 54
03:15
0 20
0 13
03:30
0 16
0 12
03:45
0 30
0 11
04:00
0 0
19 79
0 0
25 65
04:15
0 14
0 8
04:30
0 28
0 12
04:45
0 18
0 20
05:00
0 3
18 59
3 II
19 56
05:15
0 13
2 18
05:30
1 15
5 11
05:43
2 13
1 8
06:00
2 37
25 75
7 39
8 32
06:15
8 18
10 6
06:30
16 IS
9 9
06:45
II
17 13
9 07.00
16 154
23 46
II
86 6
45 07:15
40 11
15 19
07.30 46
8 26
9 07:45
52 4
34 II
08.00 18
61 5
28 34
79 18
64 08 15
10 10
22 23
08 30
8 5
16 17
38:45
25 8
17 6
39:00
14 49
5 22
17 66
8 40
09:15
13 12
12 12
39:30
10 2
15 8
)9-45
12 3
22 12
10:00
10 52
6 13
8 55
9 26
10.15 13
1 19
5 10:30
12 4
16 6
11) 45
17 2
12 6
11:00
8 50
2 10
10 53
4 13
! 1:15
20 4
15 3
11:30
10 2
14 2
.
11 45
12 2
14 4
r�tat;
412
711
398
654
50.9 52.1
49.1 47.9
Day Totals
1.123
1.052
Day Splits
51.6 48.4
1 A Ilour
07:15
12:30
07:30
01:00
i
Volume
156
130
106
106
Factor
0.75 0.88
0.78 0.72
3ata File .
DOI 10185
Combined
AM PM
2 7 34 168
2 38
0 46
3 50
3 7 60 196
2 70
1 37
1 29
1 1 40 195
0 35
0 53
0 67
0 0 31 133
0 33
0 28
0 41
0 0 44 144
0 22
0 40
0 38
3 14 37 115
2 31
6 26
3 21
9 76 33 107
18 24
25 24
24 26
27 240 29 91
55 30
72 17
86 IS
42 140 23 92
32 33
24 22
42 14
31 115 13 62
25 24
25 10
34 15
18 107 13 39
32 6
28 10
29 8
18 103 6 23
35 7
24 4
26 6
810 1,365
2,175
7:15 12:30
255 226
0.74 0.81
Site: EWPORT BCH
Date: 10/31 01
Day: Wednesday
Location
Segment
Client
Intervnl
Begi
12:00
12:15
12:30
12:45
01:00
OL15
01:30
01:45
0I:00
02:15
02:30
02:45
03;00
03:15
01:30
03:45
04:00
04:15
04:30
04:45
05:00
01:15
05:30
05:45
06:00
06:15
06:30
06:45
07;00
07:15
07:30
07:45
08:00
08:1S
08:30
09:45
09:00
09:15
09:30
09:45
I U:00
10:15
IO:JO
10:45
11:00
11:15
11:30
11:45
Total
Split
Orly Total
Uay Split
Pcak Hour
Volum
Factor
BAKER STREET
NORTHEAST
OF SR•73
C'll'Y
NFWPORT BCH
EB
AM
PM
12 52
224
974
14 217
12 I78
14 251
S
32 221
917
13 228
IU
232
4 236
3 28
233
984
3 278
11 235
11 236
9 50
227
958
IS
210
l4
216
12 20S
IO
56 212
853
14 214
Ib
221
16 206
30 208
212
777
42 210
b6
193
70 172
93 141
388
690
152
198
236
156
200
I58
250
1.318
132
456
338
123
340
112
390
84 368
1,140
104
380
298
90 261
100
IlJ
86 226
808
%
349
192
95 206
86 184
74 ISO
601
66 207
151
54 163
48 137
39 131
692
40 111
I88
29 161
26 191
16 5,726
7,556
62.7 43.9
13.292
50.4 07:13 02:00
1,43G 994
0.91 0.99
Transportation Studies, Inc.
1820 E. Garry Avcnurc, Stc 116
Sanm Ana, CA. 92705
WB
AM
PM
24 64
212
920
9 193
IS
213
13 192
14 36
219
816
7 189
7 I20
8 199
10 36
213
8s2
8 190
9 216
10 223
12 37
215
996
8 216
12 259
3 306
8 37
396
1,619
6 374
7 427
16 422
IS
92 492
1,760
12 406
30 424
32 439
39 242
345
1,163
57 298
72 300
75 220
103
366
134
444
I52
144
177
116
134
130
122
468
128
399
1l8
81 120
97 108
92 140
$57
85 317
126
94 151
68 140
80 120
$08
68 2"
142
60 131
48 IIS
68 156
757
48 146
168
39 212
35 221
24 3400
9465
37.3 56.1
13.065
49.6 11:00 OS:00
751 t,160
0.96 0.99
I),ta FIIC ; 1>0209053 � qD
Combincd
AM
PM
'36
116
436
1.794
23 415
30 496
27 447
19 68
439
1.733
20 417
17 452
12 425
13 64
446
1,826
II
468
19 451
21 461
21 87
442
1.354
23 426
26 475
17 511
18 93
608
2,472
20 598
23 648
32 628
48 NO
704
2.537
54 616
96 607
101
610
131
983
533
1.953
209
486
308
456
335
378
333
1.884
286
1,000
490
272
517
228
524
214
490
1,609
232
778
416
171
381
197
321
178
366
1,365
179
666
318
179
357
154
324
154
170
1,109
134
451
293
114
294
96 252
107
307
1,449
68 257
336
68 373
61 413
40 91126
17,221
26.347
07:15 04:30
2,021 2.596.
0.96 0.9I
G �
Site: EWPORTBCH
Date: 09/10/02
Day Tuesday
5Ely or I�- cvv r.r . I . . - ..
Loc4lion
ksmcnt
Clicnl
wirval
DC11
12:00
12:1 S
12:10
12:45
01:00
01.15 01:30
01:4 5
02.00 01:1 S
02:30
02:45
03:Do
03:15
03:30
03:4!
04:00
04 15
04-16
04A5
03:00
05:15
03:10
OSAS
06:00
0615
050
06:45
07:00
07:13
07.30 07:45
01:00
01:15
01:10
01:41
00:00
09; IS
09:30
09:4 t
10:00
10,15
10:30
10:45
11:00
11.15 it.3o
11AS
Total
Split
Day Total
Day Split
Pc4k Maur
Volum
Factur
0 RISTOL STREET
NORTHEAST OF SR•73
CITY NEWPORT BCH
ND
AM
PM
17 60
240
1.010
I8
257
14 249
11 264
9 21
287
1,009
4 254
6 23D
9 211
II
32 214
922
0 244
3 234
7 210
7 22
260
927
3 199
4 242
8 226
7 33
alp
932
12 232
16 249
Id
253
20 162
272
1.005
27 244
56 249
SO
241
36 432
231
192
b8
219
155
220
15A
216
160
814
176
651
190
159
226
Iss
230
161
204
663
126
499
164
124
153
127
144
121
100
620
112
353
134
92 138
84 149
67 161
690
10 259
Iss
56 194
48 110
14 110
156
14 169
224
44 226
22 220
19 ,1.430
1.649
SU 6
48.6 13,074
49.2 II:OU
12:15
856
1,057
0.95 0 92
Tronsprtndan Studld, Inc.
1320 B. 04n7 Aremw. Sw 116
Sims AN. CA. 9270S
SB•
AM
PM
21 11
264
1.031
23 221
11 258
16 211
9 45
291
1,036
12 265
11 246
6 252
11 ))
231
965
6 Z22
6 268
t0
233
4 21
260
906
2 190
S
211
10 220
.
6 40
224
960
10 234
10 251
14 230
16 ISO
261
1.101
70 216
46 272
58 285
s1
393
266
949
12 244
117
215
139
223
130
732
199
682
190
11S
182
IS4
230
144
225
133
132
350
196
142
160
155
162
120
146
398
111
440
160
112
124
113
161
97 170
644
76 278
130
67 1S9
72 179
63 176
941
52 234
198
97 232
53 23S
32 4.323
9.151
40.4 J1.4
13,481
30.1 07:1 S O5: 15
347 1009
0.15 0.97
Data Rile D0209054 H I -in
Combined
AM
vM
31 111
504
2,041
41 435
23 307
27 345
11 73
110
2,061
16 519
.
2,4
4%
IS
470
22 65
431
1.917
Is
466
11 502
17 463
II
43 320
1.333
S
399
9 459
is,
446
13 93
442.
1.912
Z2
404
26 s01
32 S03
4S.
312
537
2,113
S7
530
102
520
103
526
114
933
504
I.840
170
462
273
43S
276
439
296
1,366
375
I,333
380
344
.
4I0
309
480
30S
429
1.398
2S1
1,049
350
266
313
293
306
242
306
1.218
230
195
314
204
282
197
316
164
331
1,324
146
530
191
123
343
120
359
147
362
1.697
t36
403
422
141
455
75 453
3t
9,753
17.107
26,160
07:15 12:30
1,699 21151
0.89 0.93
9? S
site: EWPORT BCH
Dote 09/10/02
NY. Tuctdty
1820 E. Garry Avenue, Ste. 116
Santa
Ana, CA. 92705
Location
RED
HILL AVENUE
Segment
N/O BRISTOL STREET
File:
Client
NEWPORT
BEACH
SB
Combined
Inte-1al
AM
NB
PM
AM
PM
AM
PM
Begin
3 13
199
934
5 17
400
1,158
8 30
599
2,092
12:00
121;
3 215
6 302
9 517
12.3it
2 246
5 232
7 418
12:45
5 274
1 224
6 498
01 00
3 14
254
831
2 II
220
711
5 25
474
1.542
01.15 2
215
J
167
5 382
01.311
3 188
2 176
5 36-1
01 4;
6 174
4 148
10 322
02.01)
6 24
160
585
4 22
172
689
10 46
332
1,274
02:15
6 149
7 170
13 319
02-30
6 132
6 167
12 299
02:45
6 144
5 180
II
324
03:00
4 15
134
537
6 21
162
693
10 36
296
1,230
03:15
5 142
4 141
9 283
03:30
4 132
5 186
9 318
0345
2 129
6 204
8 333
04 00
3 36
106
446
12 41
234
1,005
15 77
340
1.451
04:1 ;
5 113
4 235
9 348
U4 30
8 119
7 260
15 379
04:45
20 108
18 276
38 384
05.1)11
23 135
110
476
10 56
440
1.353
33 191
550
1,829
0515
22 116
10 355.
32 4'1
0;.311
38 .174
17 320
55 444
u545
52 176
19 238
71 364
06:Ult
42 323
76 224
22 138
200
568
64 461
276
792
06:15
47 52
24 172
71 224
06 30
92 48
39 124
131
172
U6,45
142
48 53
72 195
120
07.00 149
1,159
32 112
44 314
91 235
193
1.473
123
347
07:15
223
22 54
52 277
74 01 30
329
34 84
44 413
78 0745
458
24 132
48 590
72 0800
406
1,236
24 72
91 453
38 156
497
1.689
62 228
08.13 355
23 148
32 503
55 08.30
245
II
120
49 J65
60 09:45
230
14 94
37 324
51 09:011
173
582
12 53
106
438
19 98
279
1,020
31 151
0915
150
12 96
29 246
41 00 31)
IJI
II
130
20 261
31 0v 45
128
18 106
30 234
48 IU 00
100
451
22 49
96 461
20 63
196
912
42 II.
Iu.15
IJI
6 104
18 235
24 10.30
108
12 114
15 222
27 1045
112
9 147
10 259
19 11.00
98 615
4 24
172
1,020
17 42
270
1.635
21 66
11.15 152
5 182
11 334
16 11.30
164
8 332
7 496
15 11 45
201
7 334
7 535
14 row,
4,603
4.343
2,992
6.771
7.595
1 1.114
Split".
60.6 39.1
39.4 60.9
1)ay I'ntals
8,946
9.763
18.701)
Day Splits
47.8 52.2
Peak Hour
07:30
12:15
11:00
04:45
07:30
12:00
m Vuluc
1.548
989
1,020
1,391
2.003
2,092
Factor
0.84 0.90
0.76 0.79
0.85 0.87
�b
Data file :
S216SO01
Site: EWPORT BCH
Date: 10/30/01
DOI10197
Day: Tuesday
'nation
agrieflt
'lient
Interval
Rczi
12:00
12:15
12:30
t 2:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02.45 03:00
03:15
03:30
03:4 5
04:00
04;15
04:10
04 45
05:00
05:15
05:30
05:45
06:00
06:15
05:30
06:45
07:00
07:1 �
07:30
WAS
08:00
08:1 S
08:30
03:45
09:00
09:16
09:30
04:45
10-00
10:13
10:30
10.45 1 l :00
I1:15
11:30
11:45
ital
_,,lit
^9y Total
ty Split
Nak Hour
Vulam
ctor
UNIVF:RSI'fY DRIVE
SR•73 TO CALIFORNIA
CITY NEWPORT BCH
ED
AM PM
17 43 146 513
12 123
8 130
6 114
Il 28 119 463
4 116
8 104
5 124
5 II 158 580
3 128
1 152
2 142
2 11 178 557
1 159
4 156
4 164
4 26 178 991
0 198
4 250
12 255
10 149 324 1,214
36 288
43 312
60 290
59 383 292 841
84 200
94 200
140 149
172 918 166 539
176 140
268 117
302 110
247 951 124 434
255 116
261 100
178 94
158 529 112 336
127 92
129 76
llb 56
88 369 84 229
90 34
101 50
90 34
80 366 34 121
78 28
99. 35
110 24
3,794 6.307
44.4 46.7
10.591
45.9 07:30 05:00
I ,082 1,214
0.90 0.94
Transportation Studles, Inc.
1120 E. OQrry Avenue, Ste 116
Santa Ana, CA, 92705
WB
AM
PM
16 54
174
677
13 163
14 204
11 136
13 40
190
704
7 162
8 190
12 172
5 19
162
745
2 188
7 217
5 179
3 19
182
789
5 212
1 204
10 191
6 20
216
950
10 206
7 23B
3 790
14 112
339
1,349
21 351
31 3"
46 316
St
393
298
940
70 258
122
216
142
169
192
1,023
198
593
239
144
327
124
268
127
280
1,104
119
409
330
102
262
92 232
96 170
692
88 308
ISO
87 173
58 160
75 128
551
79 213
ISO
44 125
48 149
42 169
703
26 96
166
IS
196
26 182
26 4.730
7.773
55.0 53.3
12,503
$4.1
07:30 03:00
1,205 049
0.91 0.96
Data `i1e : D0209050 `
Combined
AM
PM
33 97
320
1,190
25 286
22 334
17 250
24 68
299
1.167
11 278
16 294
17 296
10 30
320
1.325
5 316
8 369
7 320
5 30
360
1,446
6 37L
5 300
14 355
l0
52 394
1,831
16 404
11 499
15 545
24 261
662
2,563
57 639
74 656
106
606
110
Us
590
1,731
154
453
216
416
288
317
364
1,943
364
1,132
414
290
595
241
570
237
527
2,055
243
843
595
219
52)
192
410
190
329
1,2I1
200
644
316
179
301
134
276
131
216
920
163
441
240
98 226
104
238
76 249
1,069
60 217
244
46 294
61 292
50 8;514
14MO
23,094
07:30 01:00
2,297 21563
0.96 0.97
C; 7C'�
She: EWPORT BCH
Date: 09/10/02
Duy. Tuesday
1820 E. Garry Avenue, Sic. 1 16
Santa Ana,
CA. 92705
Lucatiun
PLACENTIA AVENUE
segment
S/O
VICTORIA
STREET
;liens
NEWPORT
BEACH
File:
Inler%al
NB
SB
Combined
Begin
AM
PM
AM
PM
AM
PM
12:00
26 110
194
915
16 56
164
768
42 166
358
1,683
12:15
27 217
16 176
43 393
12:30
24 257
14 236
38 493
12.4i
33 247
10 192
43 439
01.0u
30 82
246
914
6 33
193
810
36 115
439
1.724
01:15
28 244
10 205
38 449
01.30 14
218
7 194
21 412
01.45 10
206
10 218
20 424
02:00
10 39
243
916
7 31
215
876
17 70
459
1,792
02.15 Il
232
6 210
17 442
02.30 10
210
11 202
21 412
U2,45
8 231
7 249
15 480
W U,t
9 35
270
1,161
4 26
240
962
13 61
510
2,123
03:15
2 267
1 264
3 531
03:30
16 316
8 228
24 544
WAS
8 308
13 230
21 538
04:00
4 27
336
1,372
11 74
230
879
15 101
566
2,251
04:15
9 318
16 216
25 534
04-30
6 382
22 210
28 592
04 45
8 336
25 223
33 559
05,Oil
10 46
384
1,562
28 285
192
836
38 331
576
2.398
03.1 4
370
44 192
48 562
05.3u
18 442
95 233
113
675
0545
14 366
118
219
132
585
06 uu
4 126
478
1,418
100
706
200
668
104
832
678
2,096
00:15
26 310
158
172
184
482
ot,30
38 328
206
140
244
468
Uo:45
58 302
242
156
300
458
01 Utt
64 372
250
873
219
1,133
136
500
283
1.505
386
1,373
07:15
74 250
235
.139
309
389
07.30 118
199
289
124
407
323
07:45
116
174
390
101
506
275
0:00
118
636
195
618
332
1,050
98 358
430
1.686
293
976
08:1'
132
173
260
84 392
257
Ox30
192
130
242
90 434
220
01,445
194
120
216
86 410
206
09 0u
232
816
131
457
215
785
98 328
447
1.601
229
785
09 15
221
98 166
86 387
184
U9 30
181
125
216
86 397
211
U9.45
182
103
188
58 370
161
lu 00
190
717
104
372
168
747
58 197
358
1,464
162
569
1015
172
108
204
52 376
160
to 31)
164
87 204
52 368
139
lu 45
191
73 171
35 362
108
11:01t
168
758
72 253
208
790
31 82
376
1.548
103
335
11•14
183
82 186
21 369
103
11 31)
188
56 196
16 384
72 1145
219
43 200
14 419
57 Tutals
3,764
10,831
5,716
7,264
9,480
18,095
Spl,r•L
39.7 59.9
60.3 40'1
Da) futrla
14,595
l: `N)
27,575
Day Spl,t$
52.9 47.1
Peak Huur
08:30
05:15
07:30
02:45
07:45
05:15
Volume
839
1,656
1,271
981
1.782
2,500
Factor
0.90 0.87
0.81 0.93
0.88 0.92
Data File :
S309S001
-7
0 !�
Sitc: EWPORT BCH
Date: 10/30j01
DO110201
Day: Tuesday
1820 E. Garry Avenue, Ste. 1
16 Santa
Ana,
CA. 92705
l.ucauon
HARBOR BOULEVARD
,Zcgment
Si0 VICTORIA STREET
(tent
NEWPORT
BEACH
File:
terval
NB
SB
Combined
Begin
AM
PM
AM
PM
AM
PM
120)
38 109
324
1,373
33 110
340
1,381
71 219
664
2,754
12:15
26 338
34 311
60 649
12:30
19 357
16 382
35 739
12:45
26 354
27 348
53 702
01:00
14 68
358
1,388
21 54
340
1,371
35 122
698
2,759
01:15
14 314
II
353
25 667
01:30
IS
376
15 330
33 706
01:43
22 340
7 348
29 688
02:00
18 43
332
1;353
II
35 360
1,398
29 78
692
2,751
02:15
10 356
10 333
20 689
02:30
7 321
9 369
16 690
02:45
8 344
5 336
13 680
03:00
7 25
368
1,477
10 43
383
1.545
17 68
751
3.022
01:I?
8 372
14 352
22 724
03:30
6 337
10 382
16 719
03:45
4 400
9 428
13 828
04:01)
12 78
394
1,582
16 84
383
1.450
28 162
777
3.041
04:1s
18 404
14 326
32 730
04:31)
17 396
28 380
45 776
04:45
31 388
26 370
57 758
05:01)
31 157
416
1,585
31 209
338
1.463
62 366
754
3,048
•35:15
30 419
42 364
72 783
)5:3U
54 396
59 389
113
785
0545
42 354
77 372
119
726
06:00
68 420
367
1.300
82 604
344
1.272
130
1.024
711
2,572
00:15
78 329
150
336
228
665
U6 36
118
312
170
286
288
598
U6.4i
156
292
202
306
358
598
97:09
165
908
240
879
206
1,083
292
1,044
371
1,991
532
1,923
07:15
220
238
250
300
470
538
07:30
247
214
286
240
533
454
07:4i
276
187
341
212
617
399
08.01)
240
977
198
721
315
1.221
198
774
555
2,198
396
1.495
UK: 13
252
193
318
215
570
408
UK:30
226
166
286
182
512
348
t)K:45
259
164
302
179
561
343
U9:011
204
969
147
517
268
1,054
194
654
472
2.023
341
1.171
09:15
250
140
250
184
500
324
09:31)
254
130
250
143
504
273
09 45
261
100
286
133
547
233
IU Ot)
266
1,087
114
386
282
1,140
119
385
548
2.227
233
771
1U:I
270
118
302
114
572
232
10:30
300
105
274
88 574
193
I w 4 i
251
49 282
64 533
113
11:00
324
1,258
68 224
320
1,289
58 210
644
2,547
126
434
11.15 316
68 295
60 611
128
11:30
322
42 342
54 664 .
96 11.43
296
46 332
38 628
84 wls
6.099
12,785
6,926
12.956
13.025
25.741
i0l.
46.8 49.7
53.2 50.3
lluy fUtals
18,884
19.882
38,766
" y Splits
48.7 31.3
11, Hour
11:00
04:30
11:00
03:00
11:00
03.45 `'olum%
1.258
1,619
1,289
1,545
2.547
3.111
c :tVr
0.97 0.97
0.94 0.90
0.96 0.94
0`0 V
Site EWPORT BCH
Date- i0i30/01
D0110202
Day: Tuesday
o,u File : S9125001 q J J
1820 E. Garry Avenue, Ste. 116
Santa Ana, CA. 92705
Location
: NEWPORT BOULEVARD -EAST
Segment
: S/0 22nd ST
Client
: CITY NEWPORT BEA
Interval
Begin
AM- NB
PM - NB
12.00 17
54 .
214
876
12-15
10 214
12: 30
20 220
12.45 12
228
1 00
23 60
230
979
1.1;
10 221
130
8 220
1.45 19
208
2:00
7 30
210
766
2 1;
4 170
2 30
9 196
2.45 10
190
300
6 26
220
805
315
5 188
3.30 10
197
3:45
5 194
4.00 4
48 186
834
4 15
12 204
4:30
10 232
4:45
22 212
5 00
25 141
239
963
5 15
26 220
5 30
44 223
5.45 46
182
6:00
64 390
157
634
6.13 82
179
6.30 105
146
6 45
139
152
194
984
117
456
- 15
217
150
-.30
273
93 - 45
300
96 8.u0
248
941
104
393
S I S
Z43
98 5 30
Z26
100
5 45
224
91 9 O0
202
775
74 259
9.15 192
78 9.30
192
64 9 45
189
42 Iu:00
214
799
54 176
10 15
179
57 10:30
198
38 14-45
208
27 11:00
203
857
32 99
11 15
190
28 11.30
230
23 11 45
234
16 Totals
5,105
7,039
Peak Hour
7:30
4:30
Volume
1,064
902
Factor
0.89 0.95
D ayTota I 12,144
Site: NEWPORT BCH
Date: 10/30:,
Day: Tuesd
Data File - DO110204
1820 E. Garry Avenue, Ste. 116
Santa Ana, CA. 92705
Location
: NEWPORT BOULEVARD WEST
iegment
: S/O VICTORIA STREET
lient
: NEWPORT BEACH
nterval
Begin
AM - SB
PM - SB
12:00
30 ... - Tt30 -
224
821
12:15
26 197
2:30
30 196
2:45
14 204
00 16 64
191
7J7
1:13
19 168
,.30
14 180
45 15
198
:00
20 61
198
794
2,15
15 204
1.30 15
180
.,;
11 212
.00
8 42
238
894
i 15
6 194
3.30 14
199
45 14
263
00 8 40
276
1.169
4:1 5 .
11 284
4:3U
16 281
45 5
328
00 12 I11
316
1,289
.:I;
20 318
5,30
31 329
- 4i
48 326
00 46 284
252
987
li
58 232
6 30
78 273
45 102
230
OU
79 451
216
622
15 114
152
7.30 108
130
7 45
150
124
00 110 504
129
427
15 129
110
8 30
133
88 8.45
132
101
00 152 576
106
420
15 129
i l l
30 138
97 45
158
106
00 146 622
94 282
1:
156
72 3U
149
70 10:43
171
46 1:00
178 776
41 153
.14
178
31 30
198
38 11 45
222
43 Totals
3,631
8.595
_ak Hour
I1:00
4:43
Volume
776
1,291
LC for
0.87 0.98
DavTotal
12,226
Site: NEWPORT BEAC
Date: 11101.01
Day: Thursda%
Data File . DO110203 H ,rY7-
Volumes for
Wed. 4/3102
- 4/4,02
City of Costa L1esa
Job # 04990071
Location: Orange n/o 2 l st
AM Period
NB
SB
PNI Penod
NB
SB
12:00-1115
4 9
12:00-12:15
76 70
12:15-12:30
6 7
12:15-12:30
85 75
12:30-1'-
8 6
12:30-12:45
93 80
12:45-1:+:-.
4 22
3 25
47 12:45-1:00
82 336
91 316
652
1:00-1:15
2 3
1:00-1:15
99 78
1:15-1:30
2 2
1:15-1:30
104
80 1:30-1:45
3 2
1:30-1:45
90 88
1:45-2:00
4 11
5 12
23 1:45-2:00
79 372
89 335
707
2:00-2:15
3 2
2:00-2:15
75 90
2:15-2:30
0 0
2:15-2:30
99 77
2:30-2:45
1 3
2:30-2:45
105
79 2:45-3:00
1 5
1 6
11 2:45-3:00
95 374
80 326
700
3:00-3:15
1 1
3:00-3:15
96 81
3:15-3:30
2 0
3:15-3:30
35 70
3:30-3:45
1 2
3:30-3:45
27 58
3:45-4:00
0 4
0 3
7 3:45-4:00
40 198
61 270
468
4:00-4:15
1 5
4:00-4:15
43 73
4:15-4:30
0 2
4:15-4:30
47 61
4:30-4:45
0 0
4:30-4:45
36 78
4:45-5:00
0 1
1 8
9 4:45-5:00
45 171
78 290
461
5:00-5:15
1 3
5:00-5:15
50 89
5:15-5:30
2 3
5:15-5:30
55 98
5:30-5:45
1 6
5:30-5:45
42 94
5:45-6:00
2 6
5 17
23 5:45-6:00
43 190
99 380
570
6:00-6:15
7 3
6:00-6:15
42 101
6:15-6:30
4 2
6:15-6:30
45 91
6:30-6:45
6 11
6:30-6:45
41 61
6:45-7:00
5 22
13 29
51 6:45-7;00
45 173
70 323
496
7:00-7:15
9 26
7:00-7:15
34 47
7:15-7:30
13 22
7:15-7:30
31 45
7:30-7:45
16 29
7:30-7:45
25 47
7:45-8:00
17 55
17 94
149
7:45-8:00
28 118
41 180
298
8:00-8:15
22 22
8:00-8:15
18 40
8:15-8:30
32 `
32 8:15-8:30
18 41
8:30-8:45
20 20
8:30-8:45
14 29
8:45-9:00
25 99
25 99
198
8:45-9:00
17 67
33 143
210
.9:00-9:15
18 18
9:00-9:15
8 29
9:15-9:30
20 20
9:15-9:30
18 28
9:30-9:45
26 26
9:30-9:45
9 24
9:45-10:00
24 88 24
88 176
9:45-1.0:00
17 52 25
106 158
10:00-10:15
21 21
10:00-10:15
13 12
10:15-10:30
35 35
10:15-1030
8 21
10:30-10:45
26 26
10:30-10:45
11 21
10:45-11:00
31 113 31
113 226
10:45-11:00
8 40 18
72 112
11;00-11:15
17 17
11:00-11:15
7 15
11:15-11:30
38 38
11:15-11:30
12 18
11:30-11:45
21 21
11:30-11:45
8 9
11:45-12:00
42 118 42
118 236
11:45-12:00
4 31 12
54 85
Total Vol
544
612
1156
2122
2795
4917
Daily Totals 2666 3407 1 6073
H.C5(,o
1820 E. Garry Avenue. Ste. 116
Santa Ana, CA. 92705
SANTA ANA AVENUE
Site: EWPORT SCH
.ocation
,cgment
S/O 22nd ST
Date: 10/30/01
ent
CITY NEWPORT BEA
:•rval
SB
NB
Combined
Day: Tuesday
iegin
AM PM
AM
PM
AM
PM
12:00
4 9 62
251
2 7
42 174
6 16
104
425
12:15
1 61
1 42
2 103
12 30
0 64
2 48
2 112
12:45
4 64
2 42
6 106
)1:00
2 6 47
211
0 7
38 130
2 13
85 341
31:15
1 60
2 32
3 92
01:30
2 62
3 34
5 96
1)1:45
1 42
2 26
3 68
32:01)
1 2 61
313
1 3
48 189
2 5
109
502
32.15 1 92
2 32
3 124
02.30 0 81
0 46
0 127
)2:45
0 79
0 63
U
142
)3:00
0 3 68
253
1 2
93 265
1 5
161
518
WAS
2 54
1 68
3 122
03:30
1 59
0 52
1 111
)3:45
0 72
0 52
0 124
04:00
1 5 85
337
0 2
58 220
1 7
143
557
04:15
0 92
1 44
1 136
"4:30
4 76
0 66
4 142
)4:45
0 84
1 52
1 136
05-00
4 14 120
451
2 16
62 206
6 30
182
657
'.5:15
3 119
1 50
4 169
I.5 30
2 107
4 52
6 159
05:45
5 105
9 42
14 147
01).6U
6 53 91
286
4 44
42 156
10 97
133
442
)6.15
12 78
12 37
24 115
JIi.31)
12 61
14 43
26 106
06.4i
23 54
14 14
37 88
0.00 28 196 43
143
26 195
36 99
54 391
79 242
)7.15
39 30
32 25
71 55
07.3(l
43 36
53 28
96 64
11745
86 34
84 to
170
44 )8:00
124 270 26
101
112
272
32 92
236
542
58 193
JR:15
55 24
72 21
127
45 08.30
40 29
40 20
80 49
11145
51 22
48 19
99 41
)9:U0
43 145 21
68 36
120
20 49
79 265
41 117
09:15
32 24
30 8
62 32
)9.3U
34 12
26 17
60 29
1414i
36 II
28 4
64 15
10:00
44 177 20
50 14
100
13 31
58 277
33 81
10:13
51 9
30 4
81 13
U,30
38 10
34 8
72 18
,()45
44 11
22 6
66 17
11:1,91
59 261 10
27 24
152
7 23
83 413
17 50
1 IS
68 8
36 4
104
12 1 30
73 7
38 6
111
13 11 45
61 2
54 6
115
8 ti
1,141 2,491
920
1.634
2.061
4.125
iI"/.
55.4 60.4
44.6 39.6
Uay I'muls
3,632
2.554
6,186
f1=y Splits
58.7 41.3
I ,k dour
07:30 05:00
07:30
02:45
07,30
05:00
v6lumv
308 451
321
276
629
657
Fa::wr
0.62 0.94
0.72 0.74
0.67 U.90
Data File :
DO110205
H 5 1
Volumes for Tues. 4/2/02 - 4/3/02
City of Costa Mesa
Job # 04990092
Location: Tustin
n/o 21 st
AM Period
NB
SB
PM Period
NB
SB
12:00-12:15
7 5
12:00-12:15
30 22
12:15-12:30
2 0
12:15-12:30
26 28
12:30-12:45
1 2
12:30-12:45
23 29
12:45-1:00
0 10
0 7
17 12:45-1:00
12 91
22 101
192
1:00-1:15
4 1
1:00-1:15
34 17
1:15-1:30
0 0
1:15-1:30
49 18
1:30-1:45
1 3
1:30-1:45
29 20
1:45-2:00
0 5
1 5
10 1:45-2:00
41 153
28 83
236
2:00-2:15
2 1
2:00-2:15
39 16
2:15-2:30
1 1
2:15-2:30
52 34
2:30-2:45
0 0
2:30-2:45
33 26
2:45-3:00
0 3
0 2
5 2:45-3:00
29 153
24 100
253
3:00-3:15
3 1
3:00-3:15
50 32
3:15-3:30
2 0
3:15-3:30
22 29
3:30-3:45
2 1
3:30-3:45
23 19
3:45-4:00
2 9
0 2
11 3:45-4:00
19 114
11 91
205
4:00-4:15
4 1
4:00-4:15
42 29
4:15-4:30
0 0
4:15-4:30
50 44
4:30-4:45
0 0
4:30-4:45
56 36
4:45-5:00
2 6
0 1
7 4:45-5:00
47 195
31 14.0
335
5:00-5:15
0 0
5:00-5:15
40 24
5:15-5:30
4 2
5:15-5:30
39 28
5:30-5:45
4 0
5:30-5:45
56 28
5:45-6:00
3 11
1 3
14 5:45-6:00
34 169
33 113
282
6:00-6:15
9 7
6:00-6:15
28 24
6:15-6:30
13 3
6:15-6:30
30 23
6:30-6:45
9 2
6:30-6:45
21 28
6:45-7:00
14 45
8 20
65 6:45-7:00
16 95
22 97
192
7:00-7:15
13 7
7:00-7:15
12 24
7:15-7:30
31 11
7:15-7:30
10 20
7:30-7:45
29 9
7:30-7:45
11 17
7:45-8:00
51 124
15 42
166
7:45-8:00
8 41
7 68
109
8:00-8:15
37 18
8:00-8:15
18 13
8:15-8:30
44 14
8:15-8:30
13 10
8:30-8:45
56 25
8:30-8:45
13 10
8:45-9:00
41 178
16 73
251
8:45-9:00
6 50
8 41
91 9:00-9:15
26 19
9:00-9:15
13 8
9:15-9:30
10 15
9:15-9:30
16 15
9:30-9:45
22 12
9:30-9:45
11 5
9:45-10:00
40 98
20 66
164
9:45-10:00
10 50
4 32
82 10:00-10:15
40 20
10:00-10:15
15 5
10:15-10:30
23 21
10:15-10:30
10 1
10:30-10:45
12 16
10:30-10:45
3 1
10:45-11:00
29 104
33 90
194
10:45-11:00
7 35
7 14 '
49 11:00-11:15
19 20
11:00-1 l :15
5 5
11:15-11:30
40 32
11:15-11:30
4 2
11:30-11:45
36 26
11:30-11:45
5 2
11:45-12:00
41 136
22 100
236
11:45-12:00
2 16
3 12
28 Total Vol
729
411
1140
1162
892
2054
Daily Totals 1891 1303 1 3194
P69
1820 E. Garry Avenue, Ste. 116
Santa Ana, CA. 92705
Location
TUSTIN AVENUE
Segment
NIO COAST HIGHWAY
hent
CITY NEWPORT BEA
terval
NB
SB
Combined
. egtn
AM PM
AM
PM
AM
PM
12-00
0 1 24
110
0 I
9 67
0 2
33 177
12:15
1 32
I
22 2
54 12:30
0 27
0 12
0 39
12:45
0 27
0 24
0 51
01:00
1 6 34
113
1 1
24 87
2 7
58 200
01:15
1 29
0 24
1 53
01:30
0 28
0 19
0 47
01.45 4 22
0 20
4 42
02:00
2 3 27
118
0 0
12 69
2 3
39 187
02:16
0 25
0 19
0 44
02:30
1 31
0 20
1 51
02:45
0 35
0 18
0 53
03:00
2 4 22
119
0 1
16 90
2 5
38 209
03:15
1 37
0 28
1 65
03:30
0 26
1 23
1 49
03:45
1 34
0 23
1 57
04:00
0 0 30
130
0 0
20 100
0 0
50 230
WAS
0 35
0 22
0 57
04:30
0 26
0 30
0 56
04:45
0 39
0 28
0 67
05:00
1 4 38
112
0 0
20 70
1 4
58 182
05:15
1 26
0 14
1 4U
05:30
1 26
0 22
1 48
35:45
1 22
0 14
1 36
06:00
1 17 12
38 1
13 10
24 2
30 22
62 )h:15
2 6
4 5
6 II
U630
4 10
2 5
6 1?
06:43
10 10
6 4
16 14
)7:00
6 61 7
34 6
34 7
16 12
95 14
50 )7:15
14 8
4 2
18 10
07:30
30 9
13 4
43 13
07:45
II 10
11 3
22 13
)8.00
14 88 10
30 14
52 3
12 28
140
13 42
J8:15
27 5
9 5
36 10
08:30
21 7
14 2
35 9
)8:45
26 8
15 2
41 10
)9:00
19 75 10
31 22
64 6
15 41
139
16 46
09:15
12 7
17 4
29 11
19 3U
16 8
14 4
30 12
t9:45
28 6
II
1 39
7 10:00
24 119 11
20 12
60 2
7 36
179
13 27
10 15
19 0
12 2
31 2
U:30
28 5
18 1
46 6
48 4
18 2
66 6
II:UU
76 173 7
23 14
69 0
2 90
242
7 25
1:15
46 6
12 1
58 7
1:3U
19 8
19 0
38 8
11,45
32 2
24 1
56 3
T�:als
551 878
295
559
846
1.437
,te
63.1 61.1
34.9 38.9
huy 7ut�la
1.429
854
2,283
Div Splits
62.6 37.4
F ..hour
10:30 04:15
11:00
04:00
10:30
04:15
Volume
198 138
69 100
260
238
Factor
0.63 0.88
0.72 0.83
0.72 0.89
)ata File :
001 11012
5 Site: EWPORT BCH
Date: 10,,31,01
Day: Wednesday
ROADWAY
LIMITS
JURSIDICTION
ADT
DATE
Pomona
Victoria to Hamilton
Costa Mesa
7579
5/8/2002
Bristol
Newport to Red Hill
Costa Mesa
22260
6/13/2002
MonteVista
Newport to Orange
Costa Mesa
NA
NA
Santa Isabel
Newport to Orange
Costa Mesa
3651
4/3/2002
23rd St.
Newport to Orange
Costa Mesa
1174
6/26/2002
21st St.
Newport to Orange
Costa Mesa
2757
9/10/2002
Bay St
Newport to Orange
Costa Mesa
5193
3/20/2002
20th St.
Newport to Orange
Costa Mesa
3406
9/26/2002
18th St.
Newport to Orange
Costa Mesa
1975
3/13/2002
U:\UcJobs\00460\From\CostaMesa\021001\[CountNeeds_CostaMesa_complete.xls]Sheetl M
(.aeataon :
23rd/15t).
- city oI Newport Beach
Weather
CL8A31
3300 Newport 21vd
Site Cudr. : balboa wg
Counter
0 02 0
Newport Beach, CA
Start Date: 01/27/99
JAHUS File:
VM$0001
(714) 644-3344 FAX (714) 644-3310
F). le 1 0 bALw2315
raac
Begin
Mon. 71je0.
wed.
1'hu r,
Fri.
weekday Sat.
S'in.
week
1 Tin
03/77 03/23
03/24
03125
03/26
Avg. 03/27
01/2n
Avg.
F.ach Equals 75 Vehicles
12: :IA
• 76
42 59 •
rq
•• .
01:00
39 20
•
.10
30 02100
• 20
11 '
`
70 •
jo
03:00
15 4
'
•
30 J,0
04 :00
• 25
11 16 •
•
10 05: 00
• 64
24 •
44 •
•
44 ••
06:00
173
Al
127 •
12 •�
•••••
07:00
• 451
230
.•
340 •
•
340
............••
08:00
• 627
376
•
502
502
— ...........
09:00
• 520
305
•
412 •
41.'
......••••••••••
10:00
• GS2
266
419
•
419
............•••••
11:00
• 694
384
•
539
539
..................••.•
12:00 pm
• 73G
400
•
569
568
............•••••••.•••
01:00
• 697
418
•
SStl •
•
558
............••••....•.
02:00
459 774
0 •
•
466 •
•
469
............•..•....
03:00
644 600
•
•
•
622 •
•
622
-1............. I .........
04:00
932 709
•
'
660 •
•
$60
............••••..•.•....
05:00
1016 936
•
•
976
•
376
............••••.........
06a00
910 764
•
•
451 •
051
.........................
07:00
744 200
•
r
.
ti6:
•
562
......................
00:00
S48 308
•
•
•
420 '•
•
426
....... 0.........
09:00
45G 256
356
356
••'•••••••••••
10;00
306 144
235
235
......•••
11: r-
136 107
119
119
Tot
6569 9990
2532
0 0
1.1,19347 0
0 9.141
1 Avy, WkUa
70 5L 106.9k
27 7t
.01
0S
i Au9 Day
70.. 55 106 9:
27 7i
0 03
..ni
-01-
'
aM POwk 1)0
69• 164
Vm Peak 1)S: 00 05:00 01: 00
inl6 936 418
wr)
A IC7T = �343
40 D1�'� ores . 1 !o, °�
M(PI
11 00
514
o5!00
976
Laeatlon i
2)RD/15TH
—y — ne..pu" ne. "
wcacher
Clear
3300 Newport Blvd.
Sicc Code
: BalboxES
Counter
D027
Newport Heath, f_A
Start Duce:
03/22/99
JANUS File:
ST'MS0001
(714) 644-3344 FAX (711) 644-3319
File I D
: BALE2315
pave
Begin
Mon. Tues.
wed.
Thur.
Fri.
Weekday Sal. 6un.
week
Tin
03/22 O3/21
n3/24
03/2S
03126
Avg. 03/27 03/2e
Avg.
P,ch • Emla16
25 vehlclea
12:, ..m
So
D
25 24
a1;00
31 0
•
•
16 16
02:00
27 0
•
•
14 •
14 03:00
• 19
D
•
1D
10 04:00
• 44
0 •
'� •
»
'
OS:06
l86
D
•
94 '
94 ••••
06:00
• 464
0 •
•
242 •
.^.4).
..........
07:00
• 926
0 `
•
463 • •
463
..................•
0 4 : 0 0
• 972
0 •
486 •
48G
•••................
09:00
" 684
0 •
•
312 •
342
............••
10:00
• S5f
0 •
•
296 • *
296
1...........
11:00
• 683
0 142 •
)42
..............
12:00 pm
• 6S7
566
•
612 •
6l2
•................
9......
01:00
• 678
672
755
7 5
•.•.•......r.............
02:00
102 784
613
•
•
499 • •
499
........ 9...........
U):On
6DO 716
4 •
5)7 •
5)7
•••••................
04100
791 600
0 •
49.1 • '
491
..................••
U5100
750 690
•
•
•
724 •
724
........*• ...
...........
06:Of)
648 652
•
•
650 •
GF0
.......... v..............
07:00
501 496
•
•
•
498 •
491
- — ..............••
08:00
381 u
•
•
•
190 • •
190
......•'
09:00
263 0
•
•
•
132 •
132
•`•••
10:00
194 0
•
•
97 97
••••
116 0
58 56
Tot
4637 10025
2056
0 0
1 °7597 a 0
7597
Avg, wkDA
61.0i 131.97
27,07
.OS
.0'
i Avg.. Day
61 01 131.9►
27.0t
.D:
0%
01 0'
AM Peak
04100
De: 00
01:00
972
486
466
PM Peak
03:00 02: 00
01:00
01: 00
01: 00
89D 784
672
755
7SS
ADTa
Vf
H W V
Location
Balboa between
ISth&nth
City o: Nowporr Dead
Heather
Clear
3300 Newport
Blvd.
site code . R&blo•
Counter
0021
Neware Beach, CA
Start Datc: 12/11/98
JAIr18 File:
$771$0001
(711) 644-3244 FAX
(714) 641-3319
Pile 1 D : BXLR04
y
rage 1
(
Mon. 12/11
2Uec..
wed
Thur.
Fri
Weekct:•y
A•g.
Sat Sun
Tit--
Ch 1 rh 2 _
_Ch 1
Ch 2
Ch 7
Ch g
di L Ch 2
CA I Ch
_2 ch 1
Ch :
Ch 1 Ch 2 Ch ch 2
12;00 am
• '
•
63 45
90 47
•
• 86
46 OL: 00
•
'
`'
46 32
50 34
16 33
+
02:00
• '
•
36 26
24 31
•
30 26
03100
• '
•
•
14 24
13 16
14 20
04:00
• •
•
•
22 43
21 38
•
22 40
'
06;OU
•
•
50 158
52 149
51 154
06:00
' •
*
'
161
414
136 376
•
• 148
395
07:00
'
•
•
319
739
311 751
•
• 316
745
'
08:00
'
•
•
516
784
506 782
•
• 51.1
763
09:00
• •
•
390
544
414 S07
402
326
10:00
• '
•
•
455
493
496 549
•
• 476
521
3.1:00
• +
•
•
606
512
601 S42
•
• 604
527
+
12.:00 pm
• '
206
156
629
570
646 567
' 494
445
01:00
• •
496
502
661
636
D 0
•
• 386
380
02:00
• •
641
574
554
560
•
•
• 598
567
• • • -
03:00 -
• •
588
565
599
569
•
•
• 594
564
+
04100
• •
664
492
GIG
533
• •
`
• 640
512
05:00
• •
77D
454
653
462
' •
•
• 812
419
06:00
• •
734
450
900
412
• '
•
• 767
432
0'Y 00
• '
S%9
328
536
364
• •
•
• 558
346
• • • +
08:00
•
499
296
476
321
• •
•
- • 198
320
09:00
•
375
269
4S6
382
• •
•
• 416
326
7 •
264
1,16
283
298
•
274
236
1. • •
140
122
166
149
• '
•
' 153
136
• • '
TOra1e
0 0
5956
4468
9353
9013
3365 4389
0 0 8696
8553
0 0 D 0
Combined
0 10424
19426
7754
0 17451
0 0
Avg. WkDay
Or D%
66.9%
52 21
1.0S 1•*
106 0%
37 8} 51..3%-
Oi
Dv
Oi _04 04 .Oi
AM Peak:
11;00
D8:OD
11:00 08:00
11:00
08: 00
G08
784
601 782
604
783
PM Peak.
05:00
02;00
of, 00
01:OD
12:00 22:00
OS: DO
02:00
770
574
853
636
646 567
812
567
ADTB
H o
-r► 111+51
THIS PAGE INTENTIONALLY LEFT BLANK
N64-
APPENDIX I
2001/2002 DAILY TRAFFIC VOLUME ANALYSIS
NEWPORT BEACH DAILY TRAFFIC COUNT
AM PEAK PERIOD ANALYSIS
6:00
6:15
6:30
6:45
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
3 134
190
256
364
370
4581
528
547
492
4841
432
444
7 3
15 14
20 32
491
67 86
114
1641
228
183
9 189
233
254
309
399
5461
618
729
727
7391
626
634
11 42
43 75
118
132
1861
257
348
363
3281
354
312
13 178
248
282
423
517
5821
829
874
969
8641
926
457
882
468
23 93
127
220
306
316
5061
612
608
594
5701
480
27 77
108
155
211
229
3181
318
338
330
3891
434
712
37 267
330
418
572
571
759�
914
1014
871
880�
776
39 142
187
236
333
384
505i
608
656
644
590i
537
532
42 46
54 .48
102
91 132I
131
191
200
199I
166
209
45 24
42 40
61 80
105I
130
179
153
159
168
198
50 287
358
494
631
675
791I
994
1027
990
10561
1006
1031
52 180
240
389
399
468
5051
584
594
522
5871
489
572
57 7
8 8
7 16
181
16 28
29 341
21 25
59 8
12 25
33 67
601
63 87
97 861
88 100
61 3
3 6
11 6
161
20 17
27 251
16 26
62 53
73 138
178
196
2261
310
294
197
2381
192
230
65 47
83 139
218
224
2641
311
252
297
2961
243
232
69 277
351
427
540
552
6801
722
692
713
6871
710
701
640
94 136
138
214
340
400
543
628
849
798
7941
746
762
97 245
275
393
478
518
586�
763
840
756
791�
742
121
25 33
59 70
75 101�
156
237
159
156�
148
192
143
73 88
103
130
123
208i
311
363
306
321i
324
370
157
230
342
487
662
746
930I
1046
1232
1146
1144I
1074
1137
176
86 80
92 126
144
213I
286
321
294
299I
282
290
178
24 25
93 150
74 971
104
122
138
1101
136
149
179
128
208
287
398
387
4401
518
552
513
5411
558
535
180
95 136
168
197
238
2721
321
375
340
3441
340
334
182
224
302
482
520
610
6341
779
801
768
7771
737
784
183
80 118
204
264
258
3081
344
268
297
3771
362
330
185
20 26
40 48
54 811
92 98
118
1291
106
106
195
197
289
422
499
545
6721
732
782
727
7051
745
648
196
241
381
527
631
691
8771
981
994
912
8211
860
736
990
203
226
336
462
594
676
8451
1056
1074
1042
9741
918
706
682
261
183
254
364
488
652
8291
972
995
744
792�
262
151
202
268
378
404
493i
545
518
498
418i
414
404
266
25 22
22 64
61 88I
94 116
98 111I
81 65
267
94 111
152
188
214
263I
288
282
249
226I
215
221
268
44 74
76 122
151
1981
200
236
261
244I
172
176
269
54 66
107
138
159
2341
250
270
238
2391
248
231
270
171
186
291
326
393
4371
437
490
488
4321
426
472
271
16 18
28 41
25 441
74 66
54 541
51 52
272
9 18
25 24
27 551
72 86
42 321
24 42
274
131
209
308
335
353
4901
517
524
490
4161
381
321
275
114
170
273
276
296
3801
410
480
429
3501
313
306
277
64 71
131
195
193
2771
413
590
497
5031
365
324
278
110
154
216
288
364
4141
595
570
527
5951
523
410
410
279
104
184
244
300
283
3091
407
506
450
3921
434
280
150
228
288
358
371
470!
533
617
555
570!
512
561
%3
NEWPORT BEACH DAILY TRAFFIC COUNT
AM PEAK PERIOD ANALYSIS
6:00
6:15
6:30
6:45
7:00
7:15 7:30
7:45
8:00
8: -; 8:30
8:45
281
64 82
105
139
194
2171 273
300
248
2431 226
224
282
46 58
78 102
79 1141 108
150
110
1291 133
132
284
10 6
17 18
35 351 45
34 44
641 40
50 285
10 24
26 37
54 711 96
170
236
1271 80
99 286
16 16
11 22
20 421 38
66 55
581 81
57 293
2 6
6 16
12 181 43
22 28
361 35
41 Total
5655
7541
10693
13798
15204
189911 22559
24557
22984
226861 21407
21254
Regional
Total 207429
Peak Hr.
Total 92786
Peak
Hr./Peak
Period
Factor 0.44731
U:\UcJ obs\00460\coun ts\[factors.xls]S heetl
7 11
13 61
121
143
157
176
178
17S
18C
182
182
185
196
196
261
271
281
NEWPORT BEACH DAILY TRAFFIC COUNT
PM PEAK PERIOD ANALYSIS
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
391
443
421
420
474
444
4931
484
530
463
4341
398
400
361
283
261
161
167
186
207
170
170
2001
175
196
194
2101
178
153
175
164
112
549
540
543
596
637
684
6861
749
829
850
7221
676
527
405
325
273
214
210
202
229
234
256
3001
327
433
416
3931
338
309
255
206
166
688
722
778
712
714
807
789�.
916
1073
1219
10011
1017
886
852
684
672
517
460
468
508
549
528
578
616
596
704
675�
670
641
508
445
375
538
529
553
637
586
564
638i
562
621
603
652i
602
642
540
578•
456
964
941
851
794
978
872
983I
991
1159
1080
1059I
878
795
688
591
516
560
588
.594
544
605
650
661I
702
785
825
734I
698
560
468
427
374
270
279
290
294
293
266
3101
266
358
299
2961
280
255
230
214
188
234
238
236
223
239
240
2251
238
264
270
2501
219
202
186
132
143
1004
998
968
968
950
1035
9721
914
1077
1182
10561
1033
878
885
778
761
505
523
572
565
558
554
5551
,516
632
627
5981
582
596
462
526
471
39 40
42 34
41 40
461
35 39
52 401
44 32
44 27
26 126
102
115
113
115
157
1321
130
132
159
1481
142
131
130
130
86 26
39 35
31 49
42 451
40 38
45 321
28 20
23 13
24 213
234
258
215
172
186
1861
194
223
225
202I
174
169
128
140
128
196
233
282
249
203
225
1941
246
238
270
2451
247
185
187
182
138
709
738
706
697
807
732
814�
702
834
744
688
638
644
601
555
539
436
426
474
533
578
671
707i
794
816
848
790i
612
424
352
264
237
832
766
798
777
808
895
968I
864
936
987
960I
878
880
719
761
626
265
255
274
300
265
256
296I
260
294
293
268I
253
231
202
191
178
310
328
338
290
298
254
341�
378
471
457
3961
391
407
390
368
338
1144
1258
1194
1198
1204
1280
13561
1316
1525
1425
13421
1147
914
874
755
674
173
187
214
199
218
216
1921
290
332
306
2531
248
258
249
176
190
110
115
122
116
122
152
1321
149
160
178
1361
130
108
105
102
71 504
532
543
535
504
527
4781
562
574
632
5811
524
467
433
407
361
381
344
292
364
378
366
3631
373
432
488
4181
368
302
330
307
254
878
948
902
923
969
902
8881
918
935
959
9061
876
860
843
812
792
296
325
338
290
264
258
2MI
271
300
320
3141
288
314
254
258
259
186
176
179
172
183
154
1501
148
207
196
1721
150
112
87 81
93 556
655
654
592
671
592
638�
716
719
776
752�
689
684
691
603
546
722
748
787
735
821
849
925�
914
981
1029
1061�
888
753
688
691
502
926
1002
985
1033
1030
1144
1085i
1142
1185
1195
1162i
1041
802
738
594
542
698
680
722
751
762
808
895I
866
981
972
957I
872
774
818
711
660
377
461
485
420
578
518
5421
605
596
651
604I
606
584
523
444
364
93 86
117
108
118
119
1441
148
198
217
2121
188
183
122
81 90
184
192
212
217
235
246
2751
222
322
336
302'
292
315
254
226
187
269
237
254
263
258
260
2761
275
282
288
3081
245
225
224
232
208
300
271
282
280
299
262
2971
274
297
271
2981
283
255
259
238
194
680
631
591
621
614
648
5771
644
623
658
6051
567
570
506
476
424
78 92
73 77
79 80
751
86 87
73 601
59 48
45 43
34 31
33 28
41 44
22 401
38 37
31 261
21 33
24 24
26 442
426
475
511
608
588
6481
628
704
616
6071
610
533
486
456
378
520
398
469
446
442
466
5011
503
537
530
5201
520
504
462
435
439
296
283
318
333
340
348
379�
384
550
471
444�
364
276
224
172
120
360
371
360
355
394
404
488i
545
662
639
656j
606
590
458
416
317
510
531
544
538
566
534
592I
559
576
562
675I
585
678
482
468
458
751
724
719
828
777
730
776I
758
754
783
785I
726
711
665
598
598
226
188
197
194
186
204
2321
212
238
220
2231
182
157
179
146
152
16 NEWPORT BEACH DAILY TRAFFIC COUNT
PM PEAK PERIOD ANALYSIS
15:00 15:15 15:30 15:45 16:00 16:15 16:30 16:45 17:00 17:15 282 238 194 199 263 276 284 2811 328 316 318
284 177 105 85 101 116 108 1141 123 139 153
285 161 122 111 124 143 136 1421 136 182 169
286 82 51 42 30 71 94 921 78 64 67
293 38 65 49 57 50 57 561 67 58 40
Total 22134 22230 22526 22651 23643 23884 250061 25377 28127 28381 Regional
Total 373639
Peak Hr.
Total 108869
Peak
Hr./Peak
Period
Factor 0.2914
U:\UCJobsk00460kcountsk[factors l .xls]Sheet1
17:301
17:45
18:00
18:15
18:30
18:4
3291
326
252
232
273
23 1361
142
143
136
102
11 1591
147
133
116
106
8 841
67 52
53 49
3 481
36 22
11 15
1 !6984!
24769
22579
20361
18481
1650
APPENDIX J
PEAK SEASON DAILY TRAFFIC VOLUMES
I ransportation Studies, Inc.
1350 Reynolds Avenue. Ste. 115
Irvine. CA. 92614
Location
SUPERIOR
AVENUE
Site: NEWPORT
Segment
N10
COAST HIGHWAY
Date: 08/14/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Canbined
Day: Thursday
Begin
AM
PM
AM
PM
AM
PM
12:00
42 152
226
846
25 97
276
1.082
67 249
502
1.928
12:15
30 192
27 288
57 480
12:30
44 203
18 278
62 481
12:45
36 225
27 240
63 465
01:00
22 106
210
871
20 62
255
954
42 168
465
1.825
01:15
35 214
13 230
48 444
01:30
21 220
12 219
33 439
01:45
28 227
17 250
45 477
02:00
10 49
241
995
20 54
240
924
30 103
481
1,919
02:13
20 244
18 237
38 481
02:30
11 240
7 223
18 463
02:45
8 270
9 224
17 494
0100
7 40
278
1,351
1 20
237
949
8 60
515
2,300
03:15
6 260
3 226
9 486
03:30
18 347
7 246
25 593
03:45
9 466
9 240
18 706
04:00
8 44
450
1.716
5 35
286
1.061
13 79
736
2,777
04:15
10 444
2 288
12 732
04:30
9 470
10 268
19 738
04:45
17 352
18 219
35 571
05:00
13 102
385
1.233
8 92
288
1:273
21 194
673
2,506
05:15
21 382
20 316
41 698
05:30
30 256
21 301
51 557
05:45
38 210
43 368
81 578
06:00
68 470
232
864
58 265
304
1.137
126
735
536
2,001
06;15
93 217
45 279
139
496
06:30
120
203
62 294
182
497
06:45
189
212
100
260
289
472
07:00
188
1.042
205
765
114
506
253
817
302
1.548
458
1,582
07:15
227
198
112
232
339
430
07:30
279
176
146
176
425
352
07:45
348
186
134
156
482
342
08:00
328
1,294
196
680
150
587
150
532
478
1,881
346
1.212
08:15
344
196
158
142
502
338
08:30
322
152
130
118
452
270
08:45
300
136
149
122
449
258
09:00
318
996
126
555
168
675
136
483
486
1,671
262
1.038
09:15
242
136
172
138
414
274
09:30
212
135
165
107
377
242
09:45
224
158
170
102
394
260
10:00
194
805
160
510
181
818
110
379
375
1,623
270
889
10:15
196
152
207
98 403
250
10:30
195
96 200
84 395
180
10:45
220
102
230
87 450
189
11:00
194
794
88 283
230
918
59 250
424
1,712
147
533
11:15
215
69 232
71 447
140
11:30
171
76 212
60 383
136
11:45
214
SO
244
60 458
110
Totals
5.894
10.669
4.129
9.841
10,023
20,510
Split%
58.8 52.0
41.2 48.0
Day Totals
16.563
13,970
30,533
Day Splits
54.2•
45.8 Peak Hour 07:45 03:45 11:00 05:15 07:45 03:45
Volume 1.342 1,830 918 1,289 1,914 2.912
Factor 0.96 0.97 0.94 0.88 0.95 0.99
�3
Data File : D0308132
1350 Remolds Avenue. Ste. I15
Irvine, CA. 92614
Site: NEWPORT
Location
SUPERIOR AVENUE
Date: 08(15103
ScRment
N(0 COAST HIGHWAY
Client
CITY NEWPORT BEA
Combined
Day: Fridav
Interval
, IB
SB
Begin
AM
PM
AM
39 137
PM
278
1,116
AM
89 304
PM
482
1,956
12.00 50
167
204
840
26 302
79 504
12:15
53 40
202
198
40 260
80 458
12:30
12:45
24 236
32 276
56 512
01:00
28 121
218
934
25 94
256
1,043
53 215
474
1,977
01:15
32 224
23 294
55 57
518
494
01:30
33 230
24 264
50 491
01:45
28 40
93 262
196
867
22 23
73 229
246
1,025
63 166
442
1.892
02:00
02:15
24 222
23 257
47 479
02:30
18 219
13 270
31 25
489
482
02:45
03:00
11 18
40 230
242 1.024
14 13
31 252
240
1,012
31 71
482
2,036
03:15
10 258
9 255
19 10
513
516
03:30
4 251
6 265
11 525
03745
8 12
57 273
260
910
3 10
42 252
274
1,115
22 99
534
2.025
04:00
04:15
8 232
6 275
14 507
04:30
16 208
10 262
26 37
470
514
04:45
05:00
21 23
120
210
228
906
16 12
88 304
316
1,241
35 208
544
2.147
05:15
19 216
15 316
34 74
532
516
05:30
46 222
28 294
65 555
05:45
06:00
32 70
409
240
205
803
33 45
256
315
272
1,015
115
665
477
1.818
06:15
69 206
55 286
124
492
0630
110
176
68 228
179
404
06:45
160
192
952
216
210
795
88 126
534
229
202
750
248
318
1,486
445
412
1.545
07:00
07:15
196
204
136
181
332
395
07:30
272
189
135
178
407
367
07:45
292
290
1.188
192
200
693
137
134
610
189
178
573
429
424
1,798
381
378
1,266
08:00
08:15
316
192
166
132
482
324
08:30
272
160
156
136
428
296
08:45
310
141
154
127
464
268
09:00
282
964
153
596
160
735
134
482
442
1,699
287
1.078
09:15
216
135
182
119
398
254
09:30
260
144
219
115
479
259
09:45
206
1.64 174
114
380
278
10:00
214
821
168
605
186
858
112
374
400
1,679
280
979
10:15
208
194
214
94 422
288
10:30
197
115
222
78 419
193
10:45
202
128
236
90 438
218
11:00
249
838
106
391
224
995
82 285
473
1,833
188
676
11:15
209
100
252
63 461
163
11:30
186
76 262
72 448
148
11:45
194
109
257
68 451
177
Totals
5.770
9.364
4,453
10,031
10.223
19395
Split"/0
56.4 48.3
43.6 51.7
Day Totals
15.134
14,484
29.618
Dav Splits
SIA
48.9 Peak Hour
08:00
03:15
11:00
05:00
11:00
05:00
Volume
1,188
1.042
995
1,241
1.833
2,147
Factor
0.94 0.95
0.95 0.98
0.97 0.97
' Data File: D0308132 'j
1350 Revnolds Avenue. Ste. 1 IS
Irvine. CA. 92614
Site: NEWPORT
Location
SUPERIOR
AVENUE
Date: 08/16/03
Segment
N/O
COAST HIGHWAY
Client
CITY NEWPORT BEA
SB
Combined
Day: Saturday
Interval
NB
Begin
AM
PM
AM
PM
AM
PM
12:00
84 300
188
794
57 221
260
1.026
141
521
448
1,820
12:15
68 198
62 263
130
461
12:30
66 196
48 258
114
454
12:45
82 212
54 245
136
457
01:00
54 239
188
787
46 159
259
1,019
100
398
447
1.806
01:15
72 216
41 250
113
466
01:30
51 175
34 246
85 421
01:45
62 208
38 264
100
472
02:00
66 171
223
864
32 95
242
1.010
98 266
465
1.874
02:15
34 211
28 250
62 461
02:30
45 206
22 270
67 476
02:45
26 224
13 248
39 472
03:00
26 86
229
977
16 54
238
907
42 140
467
1,884
03:15
16 247
14 237
30 484
03:30
29 254
20 228
49 482
03:45
15 247
4 204
19 451
04:00
8 33
266
1.051
8 33
190
836
16 66
456
1,887
04:15
12 252
7 216
19 468
04:30
5 284
10 224
15 508
04:45
8 249
8 206
16 455
05:00
13 80
251
973
16 105
195
761
29 185
446
1.734
05:15
16 247
15 160
31 407
05:30
20 230
32 206
52 436
05:45
31 245
42 200
73 445
06:00
32 191
239
902
43 236
154
660
75 427
393
1.562
06:15
34 229
43 166
77 395
06:30
53 226
60 159
113
385
06:45
72 208
90 181
162
389
07:00
66 301
220
842
53 342
I50
599
119
643
370
1A41
07:15
68 207
86 164
154
371
07:30
65 210
85 147
150
357
07:45
102
205
118
138
220
343
08:00
119
536
207
800
124
590
140
466
243
1.126
347
1.266
08:15
118
222
140
115
258
337
08:30
123
202
154
104
277
306
08:45
176
169
172
107
348
276
09:00
152
732
142
649
188
754
94 423
340
1,486
236
1,072
09:15
172
162
176
110
348
272
09:30
190
171
178
121
368
292
09:45
218
174
212
98 430
272
10:00
200
767
154
638
203
.876
102
414
403
1.643
256
1,052
10:15
197
171
220
104
417
275
10:30
201
187
227
102
428
289
10:45
169
126
226
106
395
232
11:00
206
778
122
418
249
1,013
65 301
455
1.791
197
719
11:15
197
104
268
92 465
196
11:30
193
118
246
82 439
200
11:45
182
74 250
62 432
136
Totals
4.214
9,695
4,478
8,422
802
18,117
Split%
48.5 53.5
51.5 46.5
Dav Totals
13.909
12.900
26,809
Dav Splits
51.9 48.1
Peak Hour
09:45
04:00
11:00
12:00
11:00
02:45
Volume
816
1.05)
1.013
1,026
1,791
1.905
Factor
0.94 0.93
0.94 0.98
0.96 0.98
• Data File: D0308132
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Site: NEWPORT
Location
SUPERIOR AVENUE
Date: 08/17/03
Seament
N/0 COAST HIGHWAY
Client
CITY NEWPORT BEA
Combined
Day: Sunday
Interval
NB
AM
SB
PM
AM
PM
Benin
AM
9]
343
PM
170
695
74 258
240
1,008
165
601
410
1.703
J2:00
12:15
94 176
80 242
174
140
418
437
12:30
90 167
50 54
270
256
122
438
12:45
68 72
254
182
189
791
47 147
242
998
119
401
1.789
01:00
62 202
33 266
95 431
68 01:15
01:30
56 190
32 254
88 444
446
01:45
64 203
210
203
832
35 36
118
236
234
887
99 114
321
1319
02:00
78 46
198
27 221
73 437
19 02:15
02:30
47 205
27 210
74 415
02:45
32 226
28 20
55 222
208
828
60 46
140
448
413
1.780
03:00
26 85
205
952
13 198
35 452
03:15
22 16
254
250
16 216
32 466
03:30
03:45
21 243
6 206
27 16
85. 449
430
1.778
04:00
9 46
242
1.068
7 39
158
710
22 421
04:15
13 266
9 13
206
27 487
04:30
14 10
281
279
10 161
20 440
04:45
05:00
14 52
243
986
10 77
197
714
24 129
1.700
054
5:15
11 260
12 194
23 37
440
379
05:30
14 214
23 32
165
158
45 427
05:45
06:00
13 19
117
269
274
1,063
33 173
164
616
52 290
438
L679
06:15
28 262
32 156
60 70
418
393
06:30
30 255
40 68
138
158
108
430
06:45
07:00
40 35
199
272
224
922
44 258
152
548
79 457
376
1,470
07:15
44 232
45 138
89 136
370
372
07:30
54 228
82 87
144
114
153
352
07:45
08:00
66 90
352
238
205
791
92 450
112
432
182
802
317
1,213
08:15
77 198
107
122
184
320
308
08:30
86 202
105
106
92 191
245
268
08:45
09:00
99 112
482
176
172
586
146
136
642
102
397
248
1,124
274
983
09:15
114
148
134
119
248
293
267
222
09:30
130
134
163
209
88 88
335
220
09:45
10:00
126
149
581
132
118
433
188
769
55 248
337
1,350
173
681
10:15
148
125
188
64 336
199
10:30
M
106
203
77 335
183
136
10:45
152
147
697
84 56
224
190
210
924
52 48
178
342
357
1,621
104
402
11:00
11:15
207
56 226
54 433
110
11:30
171
66 222
39 393
105
83 11:45
172
46 266
3.910
37 7.504
438
7,321
16,897
Totals
3.411
9,333
Split%
46.6 55.2
53.4 44.8
Day Totals
12344
11,474
24,218
Day Splits
52.6 47.4
Peak Hour
11:00
04:15
11:00
12:30
]I:00
04:30
Volume
697
1,069
924
1.034
1.621
1,821
Factor
0.84 0.95
0.87 0.96
0.93 0.93
1350 Reynolds Avenue, Ste.115
Irvine, CA. 92614
Location
SUPERIOR AVENUE
Site: NEWPORT
Se.-Ment
N/O
COAST
HIGHWAY
Date: 08/18/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Monday
BeEin
AM
PM
AM
PM
AM
PM
12:00
24 110
192 765
26 84
267
1,014
50 194
459
1.779
12:15
33 180
28 254
61 434
12:30
25 188
13 257
38 445
12:45
28 205
17 236
45 441
01:00
19 61
212 847
20 58
216
913
39 119
428
1.760
01:15
15 220
9 244
24 464
01:30
16 193
14 248
30 441
01:45
11 222
15 205
26 427
02:00
10 26
236 904
8 26
204
812
18 52
440
1.716
02:15
5 222
10 190
IS
412
02:30
9 214
6 200
15 414
02:45
2 232
2 218
4 450
03:00
10 34
250 1,038
3 18
240
920
13 52
490
1.958
03:15
6 266
5 217
11 483
03:30
8 250
2 227
10 477
03:45
10 272
8 236
18 508
04:00
3 44
272 947
4 28
236
1.019
7 72
508
1.966
04:15
6 234
8 254
14 488
04:30
9 220
4 262
13 482
04:45
26 221
12 267
38 488
05:00
24 112
198 812
12 87
294
1.218
36 199
492
2.030
05:15
11 210
10 308
21 518
05:30
28 198
23 298
51 496
05:45
49 206
42 318
91 524
06:00
64 451
176 767
46 268
299
1.056
110
719
475
1.823
06:15
86 196
42 285
128
481
06:30
122
181
74 236
196
417
06:45
179
214
106
236
285
450
07:00
194
961
180 690
105
494
188
736
299
1.455
368
1.426
07:15
209
156
116
212
325
368
07:30
272
162
130
176
402
338
07:45
286
192
143
160
429
352
08:00
288
1,226
154 577
146
588
104
462
434
1.814
258
1.039
08:15
305
170
148
128
453
298
08:30
294
151
142
110
436
261
08:45
339
102
152
120
491
222
09:00
291
945
134 474
146
618
113
404
437
1.563
247
878
09:15
210
118
131
106
341
224
09:30
230
104
149
81 379
185
09:45
214
118
192
104
406
222
10:00
214
790
134 386
152
746
81 262
366
1,536
215
648
10:15
184
94 205
64 389
158.
10:30
192
78 185
51 377
129
10:45
200
80 204
66 404
146
11:00
194
799
56 198
199
917
39 165
393
1,716
95 363
11:15
219
55 232
41 451
96 11:30
198
45 234
41 432
86 11:45
188
42 252
44 440
86 Totals
5,559
8,405
3.932
8,981
9A91
17.386
Split%
58.6 48.3
41A
51.7 Day Totals 13964
Day Splits 52.0
Peak Hour 08:15
Volume 1,229
Factor 0.91
12.913
48.0 26.877
03:15 11:00 05:15 08:15 05:00
1.060 917 1,223 1.817 2.030
0.97 0.91 0.96 093 0.97
Data File: D0308132 J?
1350 Reynolds Avenue. Ste. 115
Irvine, CA. 92614
Location
SUPERIOR
AVENUE
Site: NEWPORT
Segment
N/O
COAST HIGHWAY
Date: 08/19/03
Client
CITY
NEWPORT BEA
interval
NB
SB
Combined
Day: Tuesday
Begin
AM
PM
AM
PM
AM
PM
12.00 30
105
174
786
27 94
257
1.053
57 199
431
1,839
L2:15
31 196
22 294
53 490
12:30
24 206
24 254
48 460
12:45
20 210
21 248
41 458
01:00
17 63
241
883
8 40
236
955
25 103
477
1.838
01:15
24 229
12 237
36 466
01:30
It
198
10 278
21 476
01:45
11 215
10 204
21 419
02:00
8 27
233
994
9 27
225
857
17 54
458
1,851
02:15
8 254
7 214
15 468
02:30
8 254
4 210
12 464
02:45
3 253
7 208
10 461
03:00
5 24
248
960
3 16
242
996
8 40
490
1,956
03:15
4 226
2 251
6 477
03:30
11 260
4 239
15 499
03:45
4 226
7 264
11 490
04:00
10 39
275
936
4 25
256
1,111
14 64
531
2.047
04:15
7 222
3 266
10 488
04:30
5 244
4 291
9 535
04:45
17 195
14 298
31 493
05:00
21 148
222
824
10 91
329
1,293
31 239
551
2.117
05:15
23 227
10 343
33 570
05:30
46 196
22 318
68 514
05:45
58 179
49 303
107
482
06:00
73 423
207
780
50 229
336
1.081
123
652
543
1,861
06:15
77 196
36 235
113
431
06.30 114
197
59 280
173
477
06:45
159
180
84 230
243
410
07:00
200
1.002
194
688
96 480
218
746
296
1.482
412
1,434
07:15
239
180
134
178
373
358
07:30
277
144
120
200
397
344
07:45
286
170
130
150
416
320
08:00
351
1,248
158
584
128
511
146
539
479
1,759
304
1,123
08:15
280
164
120
149
400
313
0830
307
127
132
118
439
245
08:45
310
135
131
126
441
261
09:00
328
983
154
507
134
555
124
424
462
1,538
278
931
09:15
213
124
136
108
349
232
09:30
213
110
152
104
365
214
09:45
229
119
133
88 362
207
10:00
208
798
116
421
168
741
82 251
376
1,539
198
672
10:15
214
125
184
68 398
193
1030
172
86 183
57 355
143
10:45
204
94 206
44 410
138
11:00
165
734
83 260
214
935
48 169
379
1.669
131
429
11:15
182
68 218
52 400
120
11:30
191
50 259
47 450
97 11:45
196
59 244
22 440
81 Totals
5.594
8,623
3,744
9,475
9.338
18,098
Split%
59.9 47.6
40.1 52.4
Day Totals
14217
13,219
27A36
Day Splits
51.8 48.2
Peak Hour
08:00
02:15
11:00
05:15
08:00
04:30
Volume
1,248
1.009
935
1,300
1.759
2.149
Factor
0.89 0.99
0,90
0.95 0.92
0.94 Data File : D0308132 j If
1350 RevnoIds Avenue. Ste. 115
Irvine, CA, 92614
Location
SUPERIOR AVENUE
Site: NEWPORT
Segment
N/O COAST HIGHWAY
Date: 08/20/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Wednesday
Beein
AM
PM
AM
PM
AM
PM
12:00
48 145
196
826
37 107
278
1.026
85 252
474
1.852
12:15
37 183
27 270
64 453
12:30
28 225
21 218
49 443
12:45
32 222
22 260
54 482
01:00
25 78
242
921
16 53
252
954
41 131
494
1.875
01:15
21 226
15 252
36 478
01:30
13 235
9 222
22 457
01:45
19 218
13 228
32 446
02:00
12 51
208
961
8 31
209
856
20 82
417
1.817
02:15
10 262
12 203
22 465
02:30
18 260
2 210
20 470
02:45
11 231
9 234
20 465
03:00
12 24
274
1,034
6 21
212
966
18 45
486
2.000
03:15
6 250
5 240
11 490
03:30
3 262
3 252
6 514
03:45
3 248
7 262
10 510
04:00
10 56
276
1,043
7 35
234
1,089
17 91
510
2.132
04:15
12 245
4 251
16 496
04:30
8 258
6 309
14 567
04:45
26 264
18 295
44 559
05:00
18 137
210
826
12 70
312
1.243
30 207
522
2,069
05:15
29 210
12 336
41 546
05:30
40 210
18 293
58 503
05:45
50 196
28 302
78 498
06:00
73 466
192
753
37 232
304
1.076
110
698
496
1.829
06:15
90 176
38 288
128
464
06:30
131
187
70 212
201
399
06:45
172
198
87 272
259
470
07:00
174
955
192
701
94 468
230
729
268
1,423
422
1,430
07:1.5
216
146
136
190
352
336
07:30
277
168
106
154
383
322
07:45
288
195
132
155
420
350
08:00
361
1,300
151
585
127
553
128
524
488
1,853
279
1,109
08:15
306
156
138
144
444
300
08:30
300
146
136
124
436
270
08:45
333
132
152
128
485
260
09:00
290
963
160
551
157
655
143
469
447
1.618
303
1,020
09:15
219
138
151)
1I6
369
254
09:30
218
128
162
102
380
230
09:45
236
125
186
108
422
233
10:00
206
812
89 366
164
728
91 290
370
1,540
180
656
10:15
190
86 172
68 362
154
10:30
204
100
178
72 382
172
10:45
212
91 214
59 426
150
11:00
185
731
54 230
208
919
68 201
393
1,650
122
431
11:15
162
54 222
45 384
99 1130
202
62 239
44 441
106
11:45
182
60 250
44 432
104
Totals
5.718
8397
3.872
9A23
9.590
18.220
Split%
59.6 48.3
40.4 51.7
Day Totals
14,515
13.295
27,810
Day Splits
52.2 47.8
Peak Hour
08:00
04:00
11:00
04:30
08:00
04:30
Volume
1.300
1,043
919
1.252
1.853
2,194
Factor
0.90 0.94
0.92 0.93
0.95 0.97
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : NEWPORT BOULEVARD
Segment : S/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/14/03
Interval Day: Thursday
Begin AM - NB PM- NB
12:00
92 308
408
1,679
12:15
78 423
12:30
80 416
12:45
58 432
1:00
51 182
464
1,854
1:15
51 471
1:30
42 460
1:45
38 459 '
2:00
36 81
431
1,815
2:15
17 446
2:30
I5
476
2:45
13 462
3:00
17 58
469
1,923
3:15
19 504
3:30
13 482
3:45
9 468
4:00
22 82
528
2,221
4:15
12 545
4:30
20 594
4:45
28 554
5:00
37 228
602
2,203
5.15 46
553
5:30
70 568
3:45
75 480
6:00
92 580
436
1.656
6:15
126
434
6:30
144
392
6:45
218
394
7:00
235
1,295
449
1,647
7:15
326
426
7:30
338
377
7:45
396
396
8:00
364
1.574
471
1.692
8:15
406
437
8:30
376
380
8:45
428
398
9:00
343
1.514
411
1.572
9:15
404
357
9:30
375
470
9:45
392
334
10:00
388
1,543
302
1,158
10:15
358
296
10:30
389
280
10:45
408
280
11:00
377
1,541
236
766
11:15
383
180
11:30
407
196
11:45
374
154
Totals
8.986
20.186
Peak Hour 10:45 4:30
Volume 1,575 2,303
Factor 0.97 0.96
DayTotal 29,172
Data File : D0308127SB1
1350 Reynolds Avenue, Ste. H 5
Irvine, CA. 92614
Location : NEWPORT BOULEVARD Site: NEWPORT
Segment : S/O COAST HIGHWAY Date: 08/14/03
Client : CITY NEWPORT BEA
Interval
Day: Thursday
Begin
AM- SB
PM- SB
12.00 88
277
532
2,129
12:15
71 550
12:30
68 547
12:45
50 500
1:00
40 140
531
2,065
1:1 5
33 502
1:30
35 522
1:45
32 510
2:00
30 82
466
1.872
2:15
27 480
2:3 0
13 444
2:45
12 482
3:00
18 54
450
1,791
3:15
10 416
3:30
20 454
3:45
6 471
4:00
14 84
486
2.067
4:15
11 466
4:30
22 552
4:45
37 563
5:00
31 192
564
1.863
5:1 i
40 394
5:30
46 435
5:45
75 470
6:00
114
578
376
1,446
6:15
132
330
6:30
140
364
6:45
192
376
7:00
209
993
346
I,301
7:15
224
326
7:30
278
318
7:4 5
282
311
8:00
334
1.284
250
942
8:15
302
237
8:30
310
242
8:45
338
213
9:00
406
1.578
206
825
9:15
374
212
9:30
394
193
9:45
404
214
10:00
443
1.798
193
667
10:15
424
194
10:30
463
150
10:45
468
130
11:00
496
1.953
122
429
11:15
516
107
1 1:30
466
94 11:45
475
106
Totals 9.013 17,397
Peak Hour
1 1:00
4:15
Volume
1.953
2.145 40-
Factor
DayTotal
0.95 26.410
0.95 �K
X 1 � y�
Data File : D0308127NB —11 l
1350 Reynolds Avenue, Ste. 115
Irvine, CA, 92614
Location : NEWPORT BOULEVARD Site: NEWPORT
Segment : S/O COAST HIGHWAY Date: 08/15/03
Client : CITY NEWPORT BEA
Interval Day: Friday
Begin
AM- NB
PM- NB
12:00
127
463
403
1.674
12:15
120
432
L2:30
108
408
12.45 108
431
1:00
86 283
484
1.899
1:15
74 440
1:30
69 509
1:45
54 466
2:00
59 143
470
1.831
2:15
34 480
2:30
26 408
2:45
24 473
3:00
30 84
479
1,983
3:15
20 492
3:30
14 516
3:45
20 496
4:00
22 79
492
1,933
4:15
16 482
4:30
21 489
4:45
20 470
5:00
32 216
512
1.879
5:15
44 487
5:30
64 427
5:45
76 453
6:00
126
590
418
1,685
6:15
117
437
6:30
147
438
6:45
200
392
7:00
220
1,218
391
1,607
7:15
286
415
7:30
352
412
7:45
360
389
8:00
361
1.498
458
1,675
8:15
368
444
8:30
377
408
8:45
392
365
9:00
369
1,515
352
L484
9:15
380
368
9:30
356
400
9:45
410
364
10:00
389
1,577
406
1,570
10:15
398
420
10:30
392
382
10:45
398
362
11:00
390
1,632
342
1.293
11:15
434
334
11:30
385
338
11:45
423
279
Totals 9.298 20,513
Peak Hour 11:00 3:15
Volume 1,632 1,996
Factor 0.94 0.97
DayTotal 29,811
Data File: D0308127SB T�n
1350 Reynolds Avenue, Ste. I IS
Irvine, CA. 92614
Location : NEWPORT BOULEVARD Site: NEWPORT
Segment : S/0 COAST HIGHWAY Date: 08/15/03
Client : CITY NEWPORT BEA
Interval Day: Friday
Begin AM - SB PM- SB
12:00
90 248
544
2,132
12:15
62 554
12:30
44 502
12:45
52 532
1:00
49 170
520
2,078
1:15
44 554
I:30
38 514
1:45
39 490
2:00
40 102
480
1,870
2:15
26 466
2:30
21 466
2:45
15 458
3:00
14 42
435
1,873
3:15
14 466
3:30
6 486
3:45
8 486
4:00
11 59
470
1,965
4:15
9 474
4:30
16 513
4:45
23 508
5:00
29 166
565
2,281
i:15
35 604
5:30
44 566
5:45
58 546
6:00
81 323
556
2.229
6:15
88 551
6:30
78 570
6:45
76 552
7:00
134
546
516
1,980
7:15
130
491
7:30
136
503
7:45
146
470
8:00
194
766
394
1.524
8:15
182
391
8:30
190
374
8:45
200
365
9:00
206
853
367
1,340
9:15
198
306
9:30
216
360
9:45
233
307
10:00
287
1,671
323
1,169
10:15
475
314
10:30
455
296
10:45
454
236
I1:00
482
2,000
232
835
ILIS
514
202
11.30 486
198
11:45
518
203
Totals
6,946
2 L276
Peak Hour 11:00 5:00
Volume 2.000 2,281
Factor 0.97 0.94
DayTotal 28,222
Data File : D0308127NB
li3
1350 Reynolds Avenue, Ste. 1 15
Irvine, CA. 92614
Location : NEWPORT BOULEVARD
Segment : S/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/ 16/03
Interval Day:. Saturday
Begin AM- NB PM- NB
12:00
216
755
390
1.615
12:15
214
417
12:30
176
406
12:45
149
402
00 148
615
383
1,690
1:15
164
418
1:30
143
411
1:45
160
478
2:00
118
312
432
1,821
2:15
81 468
2:30
60 449
2:45
53 472
3:00
42 119
472
1,847
3:15
38 509
3:30
I5
424
3:45
24 442
4:00
28 98
506
2.108
4:15
26 562
4:30
26 524
4:45
18 516
5:00
23 158
514
2,015
5:15
35 500
5.30 54
521
5145
46 480
6:00
46 290
522
2.012
6:15
58 536
6:30
78 480
6.45 108
474
7:00
118
664
461
1,888
7:15
154
451
7:30
178
492
7:45
214
484
8:00
244
1,097
488
1.830
8:15
252
452
8:30
309
464
8:45
292
426
9:00
358
1,486
442
1,779
9:15
348
418
9:30
366
465
9:45
414
454
10:00
463
1,702
476
1,807
10:15
409
458
10:30
434
476
10:45
396
397
11:00
448
1,606
382
1,394
11:15
368
359
11:30
422
362
11:45
368
291
Totals 8,902 21,806
Peak Hour 9:45 4:15
Volume 1,720 2.116
Factor 0.93 0.94
DayTotal 30.708
Data File: D0308127SB _nLA
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : NEWPORT BOULEVARD Site: NEWPORI
Segment S/0 COAST HIGHWAY Date: 08/16/0:
Client : CITY NEWPORT BEA
Day: Saturda}
Interval
Begin
AM - SB
PM- SB
12:00
152
558
442
1.669
12:15
150
426
420
12:30
120
381
12:45
126
109
341
378
1,626
1100
448
1: l 5
86 404
1:30
75 396
1:45
71 72
198
409
1,559
2:00
390
2:15
50 398
2:30
46 362
2:45
30 36
97 364
1,533
3:00
371
3' 15
22 404
3:30
17 394
3:45
22 13
105
396
1,665
4:00
4'09
4:1.5
21 428
4:30
29 432
4:45
42 34
258
434
1.658
5:00
428
5:15
60 404
5:30
78 392
5:45
86 104
566
394
1.586
6:00
384
6:t5
116
388
6:30
156
420
6:45
7:00
190
200
848
402
1,570
7:15
184
416
7:30
216
394
7:45
248
358
352
1,279
8:00
256
1,185
8:15
280
319
8:30
293
321
8:45
356
287
252
1,078
9:00
384
1,609
9:15
372
278
9:30
422
260
9:45
431
288
224
971
10:00
419
1.762
30:15
450
246
10:30
427
252
10:45
466
249
204
744
11:00
396
1.738
187
11:15
436
189
11:30
455
164
11:45
451
Tntals
9.265
16.938
Peak Hour 10:00 4:30
Volume 1.762 1.722
Factor 0.95 0.99
DayTotal 26.203
Data File: D03U8127NB 76
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : NEWPORT BOULEVARD
Segment : S/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/ 17/03
Interval Day: Sunday
Begin AM- NB PM- NB
12:00
266
876
352
1.529
12:15
220
385
12:30
190
388
12:45
200
404
1:00
179
657
431
1,611
1:B
192
398
1:30
134
396
1:45
162
386
2:00
l00
279
410
1.735
2:15
84 444
2:30
55 428
2:45
40 453
3:00
37 139
456
1.962
3:15
30 522
3:30
42 488
3:45
30 496
4:00
23 72
522
2,100
4:15
16 532
4:30
16 542
4:45
17 504
5:00
19 114
496
2.090
5:15
34 540
5:30
28 528
5:45
33 526
6:00
35 185
508
2.082
6:15
44 528
6:30
47 536
6:45
59 510
7:00
86 442
479
1.955
7:15
101
512
7:30
128
484
7:45
127
480
8:00
I89
817
512
1.903
8:15
210
533
8:30
194
458
8:45
224
400
9:00
269
1.088
400
1.597
9:15
278
422
9:30
264
441
9:45
277
334
10:00
322
1,320
314
1,103
10:15
318
292
10:30
314
282
10:45
366
215
11:00
386
1,490
182
671
11:15
422
202
11:30
338
183
11:45
344
104
Totals 7,479 20,338
Peak Hour 10:45 5:15
Volume 1,512 2.102
Factor 0.9 0.97
DayTotal 27.917
Data File : D0308127SB 11 p
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : NEWPORT BOULEVARD Site: NEWPORT
Segment : S/O COAST HIGHWAY Date: 08/17/03
Client : CITY NEWPORT BEA
Interval Day: Sunday
Begin AM- SB PM- SB
12:00
122
464
408
1,575
12:15
130
394
12:30
113
382
12:45
99 391
1:00
84 288
375
1,513
1:15
66 388
1:30
72 384
1:4 5
66 366
2:00
64 201
364
1,440
2:15
52 364
2:30
45 364
2:45
40 348
3:00
31 99
377
1,456
3:15
26 346
3:30
20 369
3:45
22 364
4:00
21 127
361
1,479
4:15
28 362
4:30
32 380
4:45
46 376
5:00
42 195
414
1,520
5:15
30 426
5:30
60 340
5:45
63 340
6:00
80 355
280
1,280
6:15
66 342
6:30
98 330
6:45
I 1 I
328
7:00
127
563
340
1,238
7:15
[21
346
7:30
144
314
7:45
171
238
8:00
163
695
204
866
8:15
142
228
8:30
166
190
8:45
224
244
9:00
236
1,100
181
725
9:15
262
180
9:30
268
160
9:45
334
204
10:00
331
1,259
154
563
10:15
298
137
10:30
292
122
10:45
338
90 11:00
372
1,520
106
330
11:15
352
71 1 1:30
396
82 1 1:45
400
71 Totals 6,866 13,925
Peak Hour 11:00 4:30
Volume
1,520 1.596
Factor
0.95 0.94
DayTotal
20,791
Data File : D0308127NB '1101
11 Ml1J �l Vl •N 4lV Ll VFlla1�J111 �.•
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : NEWPORT BOULEVARD
Segment : S/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/ 18/03
Interval Day: Monday
Begin AM- NB PM- NB
12:00
89 283
343
1.547
12:15
94 400
12:30
50 388
12:45
50 416
1:00
42 140
408
1,648
1:15
35 428
1:30
36 410
1.45 27
402
2:00
26 89
410
1,656
2:15
26 410
2:30
24 432
2:45
13 404
3:00
13 51
426
1.792
3:15
16 458
3:30
9 413
3:45
13 495
4:00
15 77
440
1,751
4:15
20 450
4:30
18 426
4:45
24 435
5:00
46 267
512
1.748
5:15
52 450
5:30
75 402
5:45
94 384
6:00
118
594
437
1,654
6:15
132
392
6:30
156
417
6:4 5
188
408
7:00
218
1,218
380
1.406
7:15
266
362
7:30
356
338
7:45
378
326
8:00
380
1,492
342
1,314
8:15
370
338
8:30
376
328
8:45
366
306
9:00
342
1.373
255
1,121
9:15
328
241
9:30
342
354
9:45
361
271
10:00
352
1,472
216
824
10:15
362
235
10:30
380
207
10:45
378
166
11:00
375
1.502
134
479
11:15
378
134
11:30
386
125
1 1:45
363
86 Totals 8,558 16.940
Peak Hour 10:45 4:15
Volume 1,517 1.923
Factor 0.98 0.89
DayTotal 25,498
Data File: D0308127SB -t^► 19
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location NEWPORT BOULEVARD Site: NEWPOF
Segment : S/O COAST HIGHWAY Date: 08/18/1
Client : CITY NEWPORT BEA
Interval Day: Mond;
Begin AM - SB PM- SB
12:00
60 165
94 1.086
12:15
40 152
12:30
30 398
12:45
35 442
1:00
30 124
498
1,860
1:15
40 466
1:30
32 474
1:4 5
22 422
2:00
24 53
454
1.695
2:15
8 430
2:30
12 408
2:45
9 403
3:00
6 28
414
1,686
3:15
10 398
3:30
5 426
3:45
7 448
4:00
8 47
435
1,750
4:15
7 427
4:30
16 450
4:45
16 438
5:00
20 137
490
2,045
5:15
33 531
5.30 32
499
5:45
52 525
6:00
82 389
462
1,921
6:15
82 509
6:36
95 500
6:45
130
450
7:00
144
607
427
1,583
7:15
150
400
7:30
156
423
7:45
157
333
8:00
188
789
368
1,193
8:15
200
272
8:30
186
278
8:45
215
275
9:00
244
914
238
883
9:15
210
233
9:30
235
216
9:45
225
196
10:00
263
1,067
168
547
10:15
258
136
10:30
272
133
10:45
274
110
11:00
265
1.189
91 309
11:I5
294
66 1 1:30
330
86 1 1:45
300
66 Totals 5,509 16,558
Peak Hour 11:00 5:00
Volume 1,189 1045
Factor 0.9 0.96
DayTotal 22,067
Data File: D0308127NB `Q
1 L ""011V1 0,"LAV11 1JLLLUII.01 AAI�.
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : NEWPORT BOULEVARD
Segment : S/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Site: NEWPOR
Date: 08/19/(
Interval
Begin
AM- NB
PM - NB
Day: Tuesdl
12:00
62 223
390
1.616
12:15
67 387
12:30
48 410
12 '4 5
46 429
1:00
32 117
420
1,701
1:15
38 464
1:30
22 423
1:45
25 394
2:00
21 66
453
1,735
2:15
21 428
2:30
13 425
2:45
11 429
3:00
10 43
434
1,798
3:15
15 445
3:30
9 467
3:45
9 452
4:00
4 74
432
1,707
4:15
14 446
4:3 0
22 398
4:45
34 431
5:00
40 243
453
1,781
5:15
49 466
5:30
68 424
5:45
86 438
6:00
103
563
424
1.596
6:15
122
396
6:30
139
402
6:45
199
374
7:00
208
1,244
312
1.442
7:15
275
420
7:30
366
336
7:45
395
374
8:00
354
1,546
390
1.450
8:15
422
322
8:30
374
342
8:45
396
396
9:00
344
1.361
332
1,263
9:15
328
318
9:30
333
341
9:45
356
272
10:00
340
1,377
267
926
10:15
316
273
10:30
352
200
10:45
369
186
I1:00
398
1,562
196
645
11:15
412
132
11:30
338
177
1 1:45
414
140
Totals 8,419 17,660
Peak Hour
11:00 3:00
Volume
1,562 1.798
Factor
0.94 0.96
DayTotal
26,079
127SB aO
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : NEWPORT BOULEVARD
Segment : S/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/19/03
Interval Day: Tuesday
Begin AM - SB PM- SB
12:00
68 204
428
1.578
12:15
52 390
12:30
48 376
12:45
36 384
1:00
41 111
396
1,425
I:15
20 353
1:30
28 356
1:45
22 320
100
24 63
306
1.215
2:15
15 300
2:30
11 298
2:45
13 311
3:00
13 47
295
1.223
3:15
18 316
3:30
7 298
3:45
9 314
4:00
10 58
318
1.282
4:15
10 310
4:30
18 332
4:45
20 322
5:00
26 159
344
1.400
5:15
30 326
5:30
42 362
5:45
61 368
6:00
104
494
368
1,532
6:15
112
377
6:30
143
394
6:45
135
393
7:00
180
802
390
1.343
7: l 5
204
334
7:30
220
309
7:45
198
310
8:00
281
1.060
264
999
8' 15
251
259
8:30
244
264
8:45
284
212
9:00
320
1,183
214
779
9:15
299
222
9:30
276
189
9:45
288
154
10:00
305
1,393
164
537
10:15
351
146
10:30
376
113
10:45
361
114
11:00
351
1,472
102
344
l I a 5
345
87 1 l :30
386
87 1 1:45
390
68 Totals 7,046 13.657
Peak Hour 11:00
12:00
Volume 1.472
1,578 All
Factor 0.94
0.92 �p
DayTotal 20,703
c�� o ���
Data File: D0308127NB
J.21
11 AH1 EYUI LALXUAX OLUUMN, 111U.
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : NEWPORT BOULEVARD Site: NEWPORT
Segment : S/O COAST HIGHWAY Date: 08/20/03
Client : CITY NEWPORT BEA
Interval Day: Wednesday
Begin AM- NB PM- NB
12:00
88 346
393
1.545
12:15
93 385
12:30
73 349
12:45
92 418
1:00
68 235
448
1.703
1:15
42 433
1:30
76 392
1:4i
49 430
2:00
46 112
427
1.787
2:15
27 448
2:30
20 471
2:4 5
19 441
3:00
20 64
478
1,866
3:15
12 438
3:30
24 455
3:45
8 495
4:00
14 79
485
1,885
4:15
14 494
4:30
19 446
4:4 5
32 460
5:00
36 243
492
1.863
5:15
42 502
5:30
63 456
5:45
102
413
6:00
100
571
447
1.605
6:15
119
382
6:30
138
384
6:45
214
392
7:00
248
1,237
384
1,490
7:I i
276
402
7:30
349
344
7:45
364
360
8:00
396
1,587
340
L430
8: 15
372
382
8:30
413
364
8:45
406
344
9:00
380
1,478
334
1.293
9:15
350
304
9:30
366
352
9:45
382
303
10:00
386
1,490
292
987
10:15
350
242
10:30
388
246
10:45
366
207
11:00
384
1.534
172
572
11:15
342
130
11:30
394
118
11:45
414
152
Totals 8976 18,026
Peak Hour 8:00 3.30
Volume L587 1,929
Factor 0.96 0.97
DayTotal 27,002
Data File: D0308127SB ffZZ
i a wal�Yva �u naval vau Vav,a� laa�.•
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : NEWPORTBOULEVARD
Segment : S/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/20/03
Interval
Day: Wednesday
Begin
AM - SB
PM- SB
12:00
62 179
334
1.277
12-15
44 305
12:30
44 310
12:45
29 328
1:00
38 126
290
1.222
1:15
40 298
1:30
24 330
1:45
24 304
2:00
23 51
276
1.084
2:15
8 282
2:30
12 238
2:45
8 288
3:00
IO
37 262
1,070
3:15
12 242
3:30
7 270
3:45
8 296
4:00
13 60
290
1.228
4t15
3 310
4:30
22 316
4:45
22 312
5:00
16 131
332
1.422
5:15
41 344
5:30
31 352
5:45
43 394
6:00
66 327
379
1,477
6:15
90 366
6:30
86 390
6:45
85 342
7:00
138
586
312
1,168
7:15
140
296
7:30
142
286
7:45
166
274
8:00
172
736
264
954
8:15
189
252
8:30
175
232
8:45
200
206
9:00
212
888
180
744
9:15
199
196
9:30
230
192
9:45
247
176
10:00
262
1.042
182
540
10:15
248
138
10:30
260
120
10:45
272
100
11:00
280
1.314
88 304
11:15
328
69 .
1 I :30
338
87 11:45
368
60 Totals
5.477
12.490
Peak Hour
11:00
5:45
Volume
1314
1,529
Factor
0.89 0.97
op7
DayTotal
17,967
V
�4
x pN) p`
,NID a�
Date File: D0308127NB ' -3
1350 Reynolds Avenue. Ste. ; 15
Irvine. CA. 92614
Location
JAMBOREE
ROAD
Site: NEWPORT
Segment
N/O
COAST
HIGHWAY
Date: 08/14/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Thursday
Begin
AM
PM
AM
PM
AM
PM
12:00
32 109
256
1.004
16 44
308
1.216
48 153
564
2.220
12:15
26 254
6 310
32 564
12:30
33 242
12 327
45 569
12:45
18 252
10 271
28 523
01:00
18 66
274
1.074
12 23
302
1.204
30 89
576
2.278
W A S
23 268
4 314
27 582
01:30
14 256
4 288
18 544
01:4i
11 276
3 300
14 576
02:00
10 27
254
1,077
3 13
286
1,190
13 40
540
2,267
02:15
4 272
2 298
6 570
02:30
8 281
6 304
14 585
02:45
5 270
2 302
7 572
03:00
8 13
296
1.129
5 9
270
1.242
13 22
566
2.371
03:15
2 257
1 322
3 579
03:30
1 276
2 298
3 574
03:45
2 300
1 352
3 652
04:00
i
34 274
1,078
4 22
322
1.424
9 56
596
2,502
04:15
5 276
4 356
9 632
04:30
7 242
2 382
9 624
04:45
17 286
12 364
29 650
05:00
26 150
290
1,415
8 51
445
1,591
34 201
735
3,006
05:15
29 396
11 406
40 802
0530
34 369
14 350
48 719
05:45
61 360
18 390
79 750
06:00
66 368
294
988
24 174
468
1,595
90 542,
762
2.583
06:15
72 271
33 407
105
678
06:30
100
219
46 422
146
641
06:45
130
204
71 298
201
502
07:00
180
960
203
843
82 420
262
862
262
1,380
465
1,705
07:15
220
223
92 260
312
483
07:30
256
218
114
192
370
410
07:45
304
199
132
148
436
347
08:00
319
1,267
238
830
169
835
130
387
488
2,102
368
1,217
08:15
326
212
170
85 496
297
08:30
318
182
219
88 537
270
08:45
304
198
277
84 581
282
09:00
298
1,026
188
716
254
1.014
70 283
552
2.040
258
999
09:1i
234
183
250
86 484
269
09:30
226
186
244
61 470
247
09:45
268
159
266
66 534
225
10:00
220
911
162
557
248
1.084
50 174
468
1,995
212
731
10:15
240
128
288
48 528
176
10:30
207
150
244
42 451
192
10:45
244
117
304
34 548
151
I1:00
228
946
116
308
266
1,181
26 94
494
2,127
142
402
11:15
246
82 310
24 556
106
11:30
226
54 286
26 512
80 11:45
246
56 319
18 565
74 Totals
5.877
11,019
4.870
11.262
10,747
22.281
Split%
54.7 49.5
45.3 50.5
Day Totals 16,896
Day Splits 51.2
Peak Hour 07:45
Volume 1,267
Factor 0.97
16,132
48.8 33,028
05:15 11:00 05:45 08:15 05:15
1,419 1.181 107 2,166 3.033
0.90 0.93 0.90 0.93 0.95
Data
1350 Reynolds Avenue, Ste. ll5
Irvine, CA, 92614
Location JAMBOREE ROAD
Seement N/O COAST HIGHWAY
Client CITY NEWPORT BEA
NB SB
Site: NEWPORT
Date: 08/15/03
Friday
Benin
AM
PM
AM
PM
AM
PM
12:00
40 154
284
1.123
20 61
264
1,138
60 215
548
1261
12:15
40 253
17 296
57 549
12,30
42 294
12 312
54 606
12:45
32 292
12 266
44 558
01:00
26 92
256
1.096
5 30
317
1.239
31 122
573
2,335
01:15
22 258
10 354
32 612
01:30
26 300
6 291
32 591
01:45
18 282
9 277
27 559
02:00
25 51
262
1,132
7 22
315
1.245
32 73
577
2,377
02:15
8 240
8 324
16 564
02:30
9 298
4 270
13 568
02:45
9 332
3 336
12 669
03:00
8 20
298
1,231
1 9
268
1,255
9 29
566
2.486
03:15
5 327
2 337
7 664
03:30
4 288
4 304
8 592
03:45
3 318
2 346
5 664
04:00
5 34
310
1,246
4 21
310
1,474
9 55
620
2,720
04:15
5 324
4 378
9 702
04:30
9 314
5 368
14 682
04:45
15 298
8 418
23 716
05:00
17 135
306
1,224
6 34
475
1,725
23 169
781
2,949
05:15
30 330
10 424
40 754
05:30
34 306
7 462
41 768
05:45
54 282
11 364
65 646
06:00
59 409
275
1.061
29 154
410
1.428
88 563
685
2.489
06:15
80 276
28 332
108
608
06:30
124
256
44 368
168
624
06:45
146
254
53 318
199
572
07:00
190
910
234
882
62 380
250
834
252
1,290
484
1,716
07:15
194
220
97 238
291
458
07:30
228
202
86 206
314
408
07:45
298
226
135
140
433
366
08:00
340
1,206
225
810
122
667
116
403
462
1,873
341
1,213
08:15
294
221
136
109
430
330
08:30
304
198
198
80 502
278
08:45
268
166
211
98 479
264
09:00
274
984
192
774
224
851
73 289
498
1,835
265
I063
09:15
247
204
197
74 444
278
09:30
245
178
194
68 439
246
09:45
218
200
236
74 454
274
10:00
228
929
168
659
154
794
72 254
382
1,723
240
913
10:15
231
181
231
83 462
264
10:30
236
162
210
57 446
219
10:45
234
148
199
42 433
190
I1:00
249
998
133
491
212
950
42 150
461
1.948
175
641
11:15
276
128
300
41 576
169
I1:30
228
130
234
33 462
163
11:45
245
100
204
34 449
134
Totals
5.922
11,729
3,973
11.434
9.895
23,163
Split%
59.8 50.6
40.2 49.4
Day Totals 17,651
Day Splits 53.4
Peak Hour 07:45
Volume 1.236
Factor 0.91
File .
15,407
46.6 33.058
03:45 11:00 04:45 11:00 04:45
1.266 950 1.779 1,948 3,019
0.98 0.79 0.94 0.85 0,97
��
1350 Reynolds Avenue. Ste. 115
Irvine. CA. 92614
Location
:JAMBOREE
ROAD
Site: NEWPORT
Segment
N10
COAST
HIGHWAY
Date: 08116103
Client
CITY NEWPORT
BEA
Interval
NB
SB
Combined
Day: Saturday
Begin
AM
PM
AM
PM
AM
PM
12:00
82 250
274
1,050
26 89
332
1.267
108
339
606
2.317
12:15
62 270
29 311
91 581
12:30
58 256
17 314
75 570
12:45
48 250
17 310
65 560
01:00
48 164
227
991
18 48
302
1.182
66 212
529
2373
01:15
34 260
12 296
46 556
01:30
38 230
10 298
48 528
01:45
44 274
8 286
52 560
02:00
28 86
251
1,068
10 27
316
1,245
38 113
567
2,313
02:15
27 294
8 307
35 601
02:30
16 226
7 314
23 540
02:45
15 297
2 309
17 605
03:00
12 42
287
1,085
4 16
307
1,225
16 58
594
2.310
03:15
11 287
5 300
16 587
03:30
10 258
3 270
13 528
03:45
9 253
4 348
13 601
04:00
4 31
301
1,211
4 17
242
1,118
8 48
543
2.329
04:15
4 322
4 302
8 624
04:30
10 295
4 284
14 579
04:45
13 293
5 290
18 583
05:00
11 54
269
1,101
2 25
277
1,144
13 79
546
2,245
05:15
8 292
7 308
15 600
05:30
14 278
2 286
16 564
05:45
21 262
14 273
35 535
06:00
24 153
262
993
9 73
276
1,042
33 226
538
2,035
06:15
28 250
14 267
42 517
06:30
46 262
23 229
69 491
06:45
55 219
27 270
82 489
07:00
66 343
242
873
46 250
274
849
112
593
516
1,722
07:15
83 204
54 244
137
448
07:30
78 201
52 200
130
401
07:45
116
226
98 131
214
357
08:00
149
587
238
860
116
572
104
339
265
1,159
342
1,199
08:15
116
209
140
70 256
279
08:30
143
209
118
94 261
303
08:45
179
204
198
70 377
274
09:00
166
806
200
829
196
784
53 217
362
1.590
253
1.046
09:15
215
218
195
68 410
286
09:30
203
212
169
42 372
254
09:45
222
199
224
54 446
253
10:00
209
939
190
777
242
995
38 162
451
1.934
228
939
10:15
236
194
228
52 464
246
10:30
218
196
242
38 460
234
10:45
276
197
283
34 559
231
11:00
241
1,034
172
553
322
1,319
38 108
563
2.353
210
661
11:15
267
184
318
26 585
210
11:30
260
102
330
18 590
120
11:45
266
95 349
26 615
121
Totals
4.489
11,391
4.215
9,897
8.704
21.288
Split%
51.6 53.5
48.4 46.5
Day Totals 15.880
Day Splits 52.9
Peak Hour 10:45
Volume 1.044
Factor 0.95
14,112
47.1 29.992
04:00 11:00 12:00 11:00 03:45
1.211 1_319 1,267 2,353 2347
0.94 0.94 0.95 0.96 0.94
Data File : D0308134
J2�
1350 Reynolds Avenue. Ste. I I5
Irvine. CA. 92614
Location JAMBOREE ROAD
Segment N/O COAST HIGHWAY
Site: NEWPORT
Date: 08/17/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Sunday
Beein
AM
PM
AM
PM
AM
PM
12:00
94 277
249
910
20 62
324
1,230
114
339
573
2,140
12:15
68 241
12 312
80 553
12:30
64 222
16 321
80 543
12:45
51 198
14 273
65 471
01:00
40 169
236
926
9 29
318
1.157
49 198
554
2,083
01:15
48 228
6 270
54 498
01:30
40 241
8 307
48 548
01:45
41 221
6 262
47 483
02:00
38 113
250
U10
6 19
267
1.073
44 132
517
2,083
02:15
39 246
6 253
45 499
02:30
21 234
0 265
21 499
02:45
15 280
7 288
22 568
03:00
17 47
246
1,061
6 19
264
1,048
23 66
510
2,109
03:15
5 286
4 276
9 562
03:30
17 258
5 248
22 506
03:45
8 271
4 260
12 53.1
04:00
3 21
286
1,200
2 10
275
1,042
5 31
561
2,242
04:15
6 295
4 255
10 550
04:30
6 315
4 260
10 575
04:45
6 304
0 252
6 556
O5:00
7 41
266
1,051
2 14
284
981
9 55
550
2,032
05:15
10 272
4 251
14 523
05:30
10 267
1 216
11 483
05:45
14 246
7 230
21 476
06:00
21 133
210
894
12 46
245
909
33 179
455
1,803
06:15
28 232
12 244
40 476
06:30
36 214
10 224
46 438
06:45
48 238
12 196
60 434
07:00
62 254
234
847
28 172
190
678
90 426
424
1.525
07:15
50 210
36 196
86 406
0730
64 201
38 164
102
365
07:45
78 202
70 128
148
330
08:00
86 438
262
924
60 466
92 292
146
904
354
1,216
08:15
114
245
116
80 230
325
08:30
116
239
134
62 250
301
08:45
122
178
156
58 278
236
09:00
118
603
220
747
134
726
48 169
252
1.329
268
916
09:15
141
182
176
47 317
229
09:30
144
171
208
34 352
205
09:45
200
174
208
40 408
214
10:00
194
842
126
401
195
800
28 97
389
1,642
154
498
10:15
226
130
211
26 -
437
156
10:30
186
78 175
16 361
94 10:45
236
67 219
27 455
94 11:00
201
897
52 174
308
1,223
18 65
509
2.120
70 239
11:15
219
43 317
16 536
59 11:30
243
56 278
19 521
75 11:45
234
23 320
12 554
35 Totals
3,835
10.145
3.586
8.741
7,421
18.886
Split%
51.7 53.7
48.3 46.3
Day Totals 13.980
Day Splits 53.1
Peak Hour 10:45
Volume 899
Factor 0.92
12.327
46.9 26.307
04:00 11:00 12:00 11:00 04:00
1,200 1,223 1.230 2.120 2,242
0.95 0.96 0.95 0.96 0.97
Data File : D0308134 II
1350 Reynolds Avenue, Ste. 115
Irvine. CA. 92614
Location
JAMBOREE
ROAD
Site: NEWPORT
Se2menl
NIO
COAST
HIGH WAY
Date: 08/18/03
Client
CITY NEWPORT
BEA
Interval
NB
SB
Combined
Day: Monday
Begin
AM
PM
AM
PM
AM
PM
12.00 20
93 257
929
10 33
280
1.182
30 126
537
2.111
12:15
28 230
6 351
34 581
12:30
22 230
11 230
33 460
12:45
23 212
6 321
29 533
01:00
13 52
246
992
4 Il
276
1.055
17 63
522
2,047
01:15
16 246
1 268
17 514
01:30
13 246
2 258
15 504
01:45
10 254
4 253
14 507
02:00
9 23
259
991
2 11
264
993
11 34
523
1,984
02:15
7 244
2 237
9 481
02:30
2 232
4 254
6 486
02:45
5 256
3 238
8 494
03:00
2 14
240
1.062
2 5
300
1,144
4 19
540
2,206
03:15
6 294
1 250
7 544
03:30
3 272
1 285
4 557
03:45
3 256
1 309
4 565
04:00
10 39
250
1,047
2 10
298
1.263
12 49
548
2,310
04:15
11 280
2 304
13 584
04:30
6 231
2 315
8 546
04:45
12 286
4 346
16 632
05:00
27 139
242
1.081
9 33
362
1.622
36 172
604
2,703
05:15
30 286
4 454
34 740
05.30 34
264
8 388
42 652
05:45
48 289
12 418
60 707
06:00
62 398
250
912
20 87
370
1.358
82 485
620
2,270
06:15
85 253
14 358
99 611
06:30
108
220
32 324
140
544
06:45
143
189
21 306
164
495
07:00
186
926
206
754
52 231
258
772
238
1,157
464
1,526
07:15
212
212
46 196
258
408
07:30
218
162
67 174
285
336
07:45
310
174
66 144
376
318
08:00
320
1,191
210
709
88 622
110
426
408
1,813
320
1,135
08:15
298
169
139
128
437
297
0830
297
184
183
108
480
292
08:45
276
146
212
80 488
226
09:00
242
875
178
568
182
770
82 244
424
1.645
260
812
09:15
221
146
160
56 381
202
09:30
209
120
190
38 399
158
09:45
203
124
238
68 441
192
10:00
220
824
114
379
222
858
45 161
442
1.682
159
540
10:15
201
118
220
44 421
162
10:30
185
89 192
38 377
127
10:45
218
58 224
34 442
92 11:00
191
871
59 183
206
894
34 98
397
1,765
93 281
11:15
212
58 196
20 408
78 11:30
228
39 225
30 453
69 11:45
240
27 267
14 507
41 Totals
5,445
9,607
3,565
10.318
9.010
19,925
Split%
60.4 48.2
39.6 51.8
Day Totals 15.052
Day Splits 52.0
Peak Hour 07:45 05:15
Volume 1.225 1.089
Factor 0.96 0.94
13,883
48.0 28,935
11:00 05:15 08:15 05:15
894 1,630 1.829 2,719
0.84 0.90 0.94 0.92
Data File: D0308134 -A 9
1350 Revnolds Avenue. Ste. It5
Irvine. CA. 92614
Location
JAMBOREE
ROAD
Site: NEWPORT
Seernent
N/O
COAST
HIGHWAY
Date: 08/19/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Dav: Tuesdav
Beein
AM
PM
AM
PM
AM
PM
12:00
30 91
256
988
16 65
327
1,150
46 156
583
2.138
12:15
28 242
17 296
45 538
12:30
18 239
14 270
32 509
12:45
15 251
18 257
33 508
01:00
8 43
242
1,062
6 26
274
1,074
14 69
516
2,136
01:15
18 284
8 266
26 550
01:30
10 272
6 258
16 530
01:45
7 264
6 276
13 540
02:00
10 28
260
1,030
4 26
274
1.099
14 54
534
2329
02:15
9 244
7 294
16 538
02:30
0 259
10 260
10 519
02:45
9 267
5 271
14 538
03:00
0 15
244
1,050
4 14
295
1,117
4 29
539
2,167
03:15
5 266
4 251
9 517
03:30
4 264
0 276
4 540
03:45
6 276
6 295
12 571
04:00
8 33
276
1.081
4 18
286
1,314
12 51
562
2,395
04:15
3 276
2 390
5 666
04:30
7 253
6 292
13 545
04:45
15 276
6 346
21 622
05:00
30 135
252
1,091
8 55
338
1.695
38 190
590
2,786
05:15
23 296
22 471
45 767
05:30
28 268
10 436
38 704
05:45
54 275
15 450
69 725
06:00
60 363
259
958
33 210
427
1,582
93 573
686
2,540
06:15
73 240
45 424
11,8
664
06:30
98 237
55 386
153
623
06:45
132
222
77 345
209
567
07:00
186
952
220
786
120
440
244
786
306
1,392
464
1,572
07:15
194
204
90 192
284
396
07:30
252
188
102
218
354
406
07:45
320
174
128
132
448
306
08:00
274
1,206
205
742
152
705
173
429
426
1,911
378
1,171
08:15
332
202
163
98 495
300
08:30
292
167
170
90 462
257
08A5
308
168
220
68 528
236
09:00
266
1,006
180
579
234
786
66 252
500
1,792
246
831
09:15
292
141
146
63 438
204
09:30
212
140
190
71 402
211
09:45
236
118
216
52 452
170
10:00
237
879
136
422
218
947
36 145
455
1.826
172
567
10:15
218
126
230
37 448
163
10:30
198
88 246
32 444
120
10:45
226
72 253
40 479
112
11:00
233
945
80 208
275
1.122
30 81
508
2,067
110
289
11:15
232
50 293
22 525
72 11:30
244
38 260
14 504
52 11:45
236
40 294
15 530
55 Totals
5,696
9,997
4,414
10.724
10,110
20.721
Split%
56.3 48.2
43.7 51.8
Day Totals 15,693
Dav Sol its 50.9
Peak Hour 07:45
Volume 1.218
Factor 0.92
15,138
49.1 30,831
05:15 11:00 05:15 11:00 05:15
L098 1.122 1,794 2.067 2,882
0.93 0.95 0.95 0.98 0.94
Data File. D0308134 T^ _
1350 Reynolds Avenue. Ste.115
Irvine. CA. 92614
Location
JAMBOREE
ROAD
Site: NEWPORT
Seement
N/0
COAST
HIGHWAY
Date: 08/20/03
Client
CITY NEWPORT
BEA
Interval
NB
SB
Combined
Day: Wednesdav
Begin
AM
PM
AM
PM
AM
PM
12:00
38 106
246
984
14 48
310
1.173
52 154
556
2.157
12:15
22 234
12 320
34 554
12:30
24 252
14 278
38 530
12:45
22 252
8 265
30 517
01:00
14 52
250
981
6 29
266
1.048
20 81
516
2.029
01:15
11 255
6 268
17 523
01:30
14 228
11 248
25 476
01:45
13 248
6 266
19 514
02:00
9 22
256
1.007
4 17
285
1,055
13 39
541
2,062
02:15
6 218
6 258
12 476
02:30
7 252
2 262
9 514
02:45
0 281
5 250
5 531
03:00
2 22
264
1.052
2 10
258
1.168
4 32
522
2,220
03:15
12 282
2 300
14 582
03:30
3 252
0 300
3 552
03:45
5 254
6 310
11 564
04:00
4 29
277
1.083
4 18
295
1,343
8 47
572
2.426
04:15
5 273
2 350
7 623
04:30
4 256
3 326
7 582
04:45
16 277
9 372
25 649
05:00
22 121
318
1,156
12 43
407
1,811
34 164
725
2.967
05:15
20 302
7 472
27 774
05.30 33
290
9 464
42 754
05:45
46 246
15 468
61 714
06:00
66 453
253
897
30 176
432
1.581
96 629
685
2.478
06:15
89 231
28 439
117
670
06:30
118
198
36 366
154
564
06:45
180
215
82 344
262
559
07:00
200
943
208
815
80 418
282
936
280
1,361
490
1,751
07:15
202
212
95 252
297
464
07:30
236
186
105
210
341
396
07:45
305
209
138
192
443
401
08:00
328
1,219
189
751
148
688
149
527
476
1,907
338
1.278
08:15
309
190
182
144
491
334
08:30
278
195
188
118
466
313
08.45 304
177
170
116
474
293
09:00
284
1.012
162
633
182
762
95 312
466
1.774
257
945
09:15
266
189
233
88 499
277
09:30
230
137
174
67 404
204
09:45
232
145
173
62 405
207
10:00
220
851
158
441
162
860
62 204
382
1.711
220
645
10:15
214
122
216
64 430
186
10:30
191
94 236
44 427
138
10:45
226
67 246
34 472
101
11:00
266
896
66 1.96
266
1,105
42 101
532
2.001
108
297
11:15
218
57 254
23 472
80 11:30
196
25 275
22 471
47 11:45
216
48 310,
14 526
62 Totals
5,726
9.996
4,174
11.259
9.900
21.255
Split%
57.8 47.0
42.2 53.0
Day Totals 15,722
Day Splits 50.5
Peak Hour 07:45
Volume 1.220
Factor 0.93
15,433
49.5 31,155
04:45 11:00 05:15 11:00 05:00
1387 1,105 1,836 2,001 2.967
0.93 0.89 0.97 0.94 0.96
Data
.)730
1350 Reynolds Avenue. Ste. 115
Irvine. CA, 92614
Location
MAC ARTHUR BOULEVARD
Site: NEWPORT
Segment
: N/O
SAN JOAQUIN
HILLS ROAD
Date: 08/15/03
Client
CITY NEWPORT
BE
Interval
NB
SB
Combined
Day: Fridav
Beein
AM
PM
AM
PM
AM
PM
12:00
60 187
420
1,775
42 161
651
2.525
102
348
1.071
4.300
12:15
40 463
46 626
86 1.089
12:30
49 432
37 622
86 1.054
12:45
38 460
36 626
74 1,086
01:00
26 104
482
2,020
35 90
587
2,331
61 194
1.069
4.351
01:15
34 536
22 586
56 1.122
01:30
22 516
17 610
39 1.126
01:45
22 486
16 548
38 1,034
02:00
25 65
510
2,091
18 61
612
2,236
43 126
1.122
4,327
02:15
II
519
18 543
29 1.062
02:30
18 512
12 551
30 1.063
02:45
11 550
13 530
24 1.080
03:00
4 21
512
2,077
16 54
558
2,134
20 75
1,070
4.211
03:15
5 537
12 502
17 1,039
03:30
2 508
13 548
15 1,056
03:45
10 520
13 526
23 1.046
04:00
7 41
532
2.074
14 99
510
2.268
21 140
1,042
4.342
04:15
4 500
16 568
20 1.068
04:30
14 -
526
21 554
35 1.080
04:45
16 516
48 636
64 1.152
05:00
23 151
556
2,127
54 312
557
2.509
77 463
1,113
4,636
05:15
36 592
66 638
102
1.230
05:30
38 493
66 686
104
1.179
05:45
54 486
126
628
180
1.114
06:00
59 334
471
1,767
170
983
580
2.143
229
1.317
1.051
3.910
06:15
74 410
196
558
270
1.028
06:30
104
422
284
496
388
918
06:45
97 404
333
509
430
913
07:00
200
898
380
1,533
452
1,946
423
1.620
652
2.844
803
3,153
07:15
192
415
428
432
620
847
07:30
226
378
486
417
712
795
07:45
280
360
580
348
860
708
08:00
282
1,242
332
1,305
624
2.493
322
1,078
906
3,735
654
2,383
08:15
322
338
621
292
943
630
08:30
334
339
613
256
947
595
08:45
304
296
635
208
939
504
09:00
291
1.136
288
1.281
630
2.285
218
920
921
3,421
506
2.201
09115
284
352
604
243
989
595
09:30
305
309
504
206
809
514
09:45
256
333
547
253
803
586
10:00
262
1,082
326
1,206
527
1,888
204
688
789
2.970
530
1.894
10:15
275
347
442
162
717
509
10:30
298
313
440
186
738
499
10:45
247
220
479
136
726
356
I1:00
342
1,616
227
797
552
2.221
118
436
894
3.837
345
1,233
11:15
416
220
466
113
882
333
11:30
433
202
590
108
1.023
310
1 L45
425
148
613
97 1,038
245
Totals
6,877
20,053
12.593
20.888
19,470
40.941
Split%
35.3 49.0
64.7 51.0
Dav Totals 26.930
Day Splits 44.6
Peak Hour I1:00
Volume 1.616
Factor 0.93
33.481
55.4 60.411
04:30 08:15 05:15 11:00 04:45
2.190 2.499 2.532 3.837 4.674
0.92 0.98 0.92 0.92 0.95
e:
J'3►
'1'ransl3ortation Studies, Inc.
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location MAC ARTHUR BOULEVARD
Segment NIO SAN JOAOUIN HILLS ROAD
Clicnt CITY NEWPORT BE
NB SB
Site: NEWPORT
Date: 08/ 16/03
Saturday
Beein
AM
PM
AM
PM
AM
PM
12:00
123
477
366
1,394
68 265
478
1.991
191
742
844
3.385
12:15
120
346
80 554
200
900
12:30
126
312
57 503
183
815
12:45
108
370
60 456
168
826
01:00
100
324
371
1,393
42 151
505
1,839
142
475
876
3.232
01:15
80 338
45 434
125
772
01:30
76 360
36 400
112
760
01:45
68 324
28 500
96 824
02:00
52 MO
352
1.533
32 94
462
1,815
84 234
814
3,348
02:15
43 397
22 436
65 833
02:30
25 402
19 432
44 834
02:45
20 382
21 485
41 867
03:00
29 66
388
1,605
14 60
435
1,713
43 126
823
3,318
03:15
16 409
18 410
34 819
03:30
13 392
19 386
32 778
03:45
8 416
9 482
17 898
04:00
8 49
428
1,711
11 68
442
1,844
19 117
870
3,555
04:15
10 453
9 496
19 949
04:30
14 370
12 438
26 808
04:45
17 460
36 468
53 928
05:00
21 101
448
1.684
36 172
417
1,638
57 273
865
3,322
05:15
18 418
32 420
50 838
05:30
24 410
26 392
50 802
05:45
38 408
78 409
116
817
06:00
46 245
370
1,479
102
508
400
1.522
148
753
M
3.001
06:15
50 377
88 380
138
757
06:30
72 384
130
398
202
782
06:45
77 348
188
344
265
692
07:00
82 448
371
1.536
205
897
390
1,272
287
1,345
761
2.808
07:15
86 394
190
300
276
694
07:30
143
382
234
311
377
693
07:45
137
389
268
271
405
660
08:00
152
754
353
1.445
286
1.200
246
872
438
1,954
599
2,317
08:15
148
364
270
222
418
586
08:30
204
378
292
238
496
616
08:45
250
330
352
166
602
516
09:00
230
1,051
320
1,218
463
1.654
192
743
693
2,705
512
1.961
09:15
252
318
351
194
603
512
09:30
267
292
424
193
691
485
09:45
302
288
416
164
718
452
10:00
270
1,192
304
1.195
470
1,834
159
638
740
3.026
463
1.833
10:15
318
317
388
153
706
470
10:30
296
312
494
154
790
466
10:45
308
262
482
172
790
434
11:00
326
1,321
300
944
596
2.045
112
432
922
3,366
412
1,376
11:15
336
249
475
118
811
367
11:30
321
212
492
93 813
305
11:45
338
183
482
109
820
292
Totals
6.168
17.137
8,948
16.319
15.116
33.456
Split%
40.8 51.2
59.2 48.8
Day Totals 23.305
Day Splits 48.0
Peak Hour 11:00
Volume 1,321
Factor 0.98
25.267
52.0 48.572
04:45 10:30 12:15 11:00 04:00
1.736 2.047 2,018 3,366 3.555
0.94 0.86 0.91 0.91 0.94
" Data File : D0308131 � 32
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Site: NEWPORT
Location
MAC ARTHUR BOULEVARD
Date: 08/17/03
Segment
: N/O SAN JOAQUIN
HILLS ROAD
Client
CITY NEWPORT BE
Canbined
Day: Sunday
Interval
NB
AM
SB
PM
AM
PM
Begin
AM
138
472
PM
297
1.167
74 264
474
1,775
212
736
771
2,942
12:00
12:15
118
298
77 402
195
700
1230
110
288
54 437
164
165
725
746
1245
106
67 270
284
316
1,284
59 41
M6
462
456
1.837
108
416
772
3.121
0):00
01:15
75 292
40 471
115
763
01:30
66 334
32 444
98 95
778
808
01:45
62 74
195
342
398
1,436
33 29
89 466
438
1,757
103
284
836
3,193
02:00
02:15
54 340
22 419
76 759
02:30
26 367
22 464
48 57
831
767
02:45
41 24
59 331
356
1.526
16 13
65 436
379
1.560
37 124
735
3.086
03:00
03:15
16 366
23 381
39 747
03:30
11 402
13 394
24 24
796
808
03:45
04:00
8 10
54 402
376
1.618
16 9
58 406
421
1.579
19 112
797
3,197
04:15
16 414
11 402
27 28
816
766
04:30
12 388
16 22
378
378
38 818
04:45
05:00
16 24
86 440
432
1.573
22 126
352
1,418
46 212
784
2,991
05:15
17 379
26 342
43 42
721
762
05:30
20 364
22 56
398
326
81 724
05:45
06:00
25 30
180
398
404
1,632
54 313
324
1,241
84 493
728
2,873
06:15
45 462
60 304
105
766
06:30
40 410
96 308
136
718
06:45
65 356
103
305
168
661
07:00
63 318
363
1,391
104
447
251
943
167
765
614
2.334
07:15
68 362
79 236
147
598
07:30
101
348
116
240
217
588
07:45
86 318
148
216
234
534
08:00
87 506
386
1,354
165
663
174
676
252
1.169
560
2.030
08:15
132
366
133
187
265
553
08:30
157
316
145
171
302
487
08:45
1.30 286
220
144
350
430
09:00
139
692
258
1.010
254
1,078
136
530
393
1.770
394
1,540
09:15
175
284
232
134
407
418
09:30
174
210
282
124
456
334
09:45
204
258
310
136
5)4
394
10:00
236
939
223
790
350
1.453
120
396
586
2,392
343
1.186
10:15
218
205
334
120
552
325
10:30
234
186
349
86 583
272
10:45
251
176
420
70 671
246
11:00
284
L038
128
360
472
1,846
92 272
756
2,984
220
632
11:15
240
92 406
66 646
158
11:30
258
72 504
62 762
134
11:45
256
68 464
52 720
120
Totals
4,809
15,141
6.548
13.984
11.357
29,125
Split,/0
42.3 52.0
57.7 48.0
Day Totals
19,950
20,532
40,482
Day Splits
49.3 50.7
Peak Hour
11:00
04:15
11:00
01:00
11:00
01:45
Volume
1.038
1,674
1.846
1,837
2.884
3,234
Factor
0.91 0.95
0.92 0.98
0.95 0.97
' Uata File : D0308131 133
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Site: NEWPORT
Location
MAC ARTHUR BOULEVARD
Date: 08/18/03
Sevnient
N/O SAN.TOAQU1N
HILLS ROAD
Client
CITY NEWPORT BE
Combined
Day' Monday
Interval
NB
AM
SB
PM
AM
PM
Beein
2:0
10 AM
50 186
PM
314
1,371
43 156
569
2,103
93 342
3.534
12:15
49 382
44 480
93 69
862
893
12:30
39 333
30 39
560
554
87 896
12:45
01:00
48 26
93 342
390
1.412
27 94
538
2,083
53 187
928
3,495
01:15
29 366
33 493
62 45
859
852
01:30
24 350
21 13
502
550
27 856
01:45
02:00
14 12
38 306
336
1.362
12 50
476
1,769
24 88
812
3,131
02:15
9 359
10 412
19 21
771
801
02:30
7 353
14 14
448
433
24 747
02:45
10 7
26 314
320
1.338
7 41
476
1,876
14 67
796
3,214
03:00
03:15
4 384
10 466
14 850
03:30
3 322
12 440
IS
24 762
906
03:45
12 8
70 312
302
1.321
12 19
106
494
460
1,847
27 176
762
3.168
04:00
04:15
16 379
18 454
34 833
04:30
18 330
19 433
37 78
763
810
04:45
28 44
252
310
320
1,314
50 59
325
500
484
2.277
103
577
804
3.591
05:00
05:15
54 356
62 591
116
947
05:30
82 312
80 606
162
196
918
922
05:45
72 108
583
326
265
1.005
124
146
1,015
596
626
2,109
254
1.599
891
3.114
06:00
06:15
139
263
182
563
321
826
06:30
146
262
313
486
459
748
649
06:45
190
264
1.439
215
254
899
374
436
1.928
434
384
1.388
564
700
3367
638
2.287
07:00
07:15
313
236
433
400
746
636
07:30
381
204
474
318
855
522
07:45
481
205
769
585
634
2.465
286
268
956
1.066
1,130
4,351
491
460
1,725
08:00
496
480
1.886
192
212
604
236
1,084
448
08:15
08:30
458
194
589
236
1,046
430
08:45
452
171
643
639
666
2.144
216
168
664
1.091
1,101
3,667
387
333
1,307
09:00
09:15
435
342
1.523
165
200
510
186
852
386
09:30
390
162
514
170
904
810
332
256
09:45
10:00
356
326
1.313
116
120
446
454
471
1.721
140
128
459
797
3.034
248
905
10:15
342
110
360
120
702
230
10;30
321
114
430
117
751
231
196
10:45
324
334
1,384
102
75 226
460
512
2.054
94 80
239
794
846
3.438
155
465
11:00
11:15
325
66 476
62 801
128
11:30
371
55 530
50 901
105
11:45
354
30 536
12,099
47 17.830
890
20.892
77 29,936
Totals
8,793
12.106
Split%
42.1 40.4
57.9 59.6
Day Totals
20.899
29,929
50,828
Day Splits
41.1 58.9
Peak Hour
07:45
12:45
08:15
05:15
08:00
05:15
Volume
1.915
1,448
2,497
2.419
4,351
3.678
Factor
0.97 0.93
0.94 0.97
0.96 0.97
' Data File : D0308131 3A
1 I aIIJIJVI La LIVlI 1JLUU-0. laa —
1350 Reynolds Avenue, Ste. l 15
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD Site: NEWPOR7
Segment : N/0 COAST HIGHWAY Date: 08/14/03
Client : CITY NEWPORT BEA
Interval Day: Thursday
Begin AM - SB PM - SB
12:00
30 98
320
1.160
12:I5
29 316
12:30
22 272
12:45
17 252
1:00
12 46
283
1.107
1:15
16 256
1:30
13 274
1:45
5 294
2:00
10 19
266
1,028
2:15
4 262
2:30
3 244
2:43
2 256
3:00
2 23
252
1.008
3:15
5 238
3:30
4 262
3:45
12 256
4:00
11 45
264
1.201
4:15
6 298
4:30
5 286
4:45
23 353
5:00
28 158
283
1,326
5:15
34 348
5:30
37 341
5:45
59 354
6:00
56 407
380
1,439
6:15
79 382
6:30
114
341
6:45
158
336
7:00
170
730
272
958
7:15
181
262
7:30
201
212
7:45
178
212
8:00
240
902
218
735
8:15
200
193
8:30
196
f 48
8:45
266
176
9:00
287
057
158
641
9:15
276
169
9:30
260
176
9:45
234
138
10:00
271
1.059
1.11 419
10:15
258
130
10:30
245
95 10:45
285
83 11:00
239
1.159
62 225
11:15
314
61 1 l :30
288
56 11:45
318
46 Totals 5.703 11.247
Peak Hour 11:00 5:30
Volume
1.159 1,457
Factor
0.91 0.95
DayTotal
16.950
Data File : D0308130SB -( -+5
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD Site: NEWPORT
Segment : N/O COAST HIGHWAY Date: 08/14/03
Client : CITY NEWPORT BEA
Interval Day: Thursday
Begin AM - NB PM- NB
12:00
42 134
239
960
12:15
46 244
12:30
24 229
12:45
22 248
1:00
31 67
258
1,047
1:15
12 266
1:30
13 254
1 : 4 5
11 269
2:00
13 32
282
1,107
2:15
9 266
2:30
6 280
2:45
4 279
3:00
6 29
296
1,148
3:15
8 273
3:30
6 294
3:45
9 285
4:00
5 29
262
1,077
4:15
8 284
4:30
9 261
4:45
7 270
5:00
29 193
288
1.107
5:15
42 270
5:30
58 261
5:45
64 288
6:00
76 423
292
1,052
6:15
66 266
6:30
119
238
6:45
162
256
7:00
210
1,090
262
972
7:15
222
246
7:30
292
238
7:45
366
226
8:00
351
1,358
226
939
8:15
358
270
8:30
288
228
8:45
361
215
9:00
258
1,024
186
719
9:15
272
187
9:30
236
196
9:45
258
150
10:00
214
896
176
608
10:15
226
180
10:30
225
128
10:45
231
124
II:00
215
948
124
357
11:15
223
106
1 1:30
265
65 1 1:45
245
62 Totals
6.223
11.093
Peak Hour
7:30
3:00
Volume
1,367