Newport Beach City Council
April 9, 2024

the Transportation Study) scenario. The roadway system has remained unchanged (the project network) from the General Plan Buildout With Project scenario. The roadway system therefore includes funded / planned improvements outside the City of Newport Beach or controlled by agencies other than the City of Newport Beach (for instance, improvements such as adding high occupancy vehicle lanes to the SR-73 Freeway).

Land Use and Socioeconomic Data (SED)
This section discusses the land use and socioeconomic data inputs.

Existing With Project Land Use Data
The Existing With Project land use is identical to the General Plan Buildout With Project land use included in the Transportation Study. Table 1 summarizes the overall Existing With Project land uses for the City of Newport Beach and compares them to Existing land uses.

There is an increase of over 10,000 dwelling units. Non-residential categories that grow by more than 500,000 square feet include general commercial and medicaVgovernment 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.

Existing With Project Socioeconomic Data (SED)
Existing With Project SED that has been calculated from land use is summarized in Table 2. Table 2 also contains a comparison of Existing 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.

Trip Generation
Table 3 summarizes the overall trip generation for the Existing With Project conditions for the City of Newport Beach and compares it to Existing conditions trip generation.

TABLE 1

CITY OF NEWPORT BEACH GENERAL PLAN PROJECT LAND USE GROWTH FROM EXISTING NBTM
CODE'

DESCRIPTION
UNITS 2

EXISTING
QUANTITY3

EXISTING
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
DU
40,179
54,394
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

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
1 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 1
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 Nursing/Conv. Home
BEDS
661
566
(95)
-14.37%
36 Church
TSF
377.780
465.904

88.124

23.33%
37 Youth Ctr./Service
TSF 1
149.540
189.209

39.669

26.53%
38 Park
ACRE
128.360
183.680

55.320

43.10%
39 Regional Park
ACRE

65.910

65.910
N/A
40 Golf Course
ACRE
305.330
298.290
-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:tUcJobs\_01200\01232\Exce I\[01232-34. xls]T5-1

TABLE 2

CITY OF NEWPORT BEACH GENERAL PLAN PROJECT

LAND USE BASED SOCIOECONOMIC DATA GROWTH FROM EXISTING

VARIABLE

EXISTING'

QUANTITY

EXISTING 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
1 6611
566
-95
-14%
Population
83,007
108,421
25,414
31 %
Employed Residents
49,6321
66,5811
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
72,674
88,128
15,454
21%
Elem/High School Students
1 10,2141
10,7701
556
5%
Includes Newport Coast and recent annexation areas.

U:\UcJobs\_01200\01232\Exce I\[01232-34.xis)T5-2

TABLE 3

CITY OF NEWPORT BEACH EXISTING

WITH PROJECT TRIP GENERATION SUMMARY

TRIP PURPOSE

DAILY TRIP ENDS
GROWTH

PERCENT
GROWTH

EXISTING'

EXISTING
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
31576

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 1
96,3631
127,2861
30,9231

32.09%

TOTAL PRODUCTIONS
391,6331
508,0621
116,429

29.730/o

TOTAL ATTRACTIONS
369,5921
473,9351
104,343

28.23%
OVERALL TOTAL 1
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:\UcJobs\_01200\01232\Exce I\[01232-34.xls]T-3

Mr. Elwood Tescher

EIP ASSOCIATES
March 27, 2006

The overall trip generation for the City of Newport Beach With Project scenario is an estimated 981,997 daily vehicle trips (resulting in growth of 29% from the existing 761,225 daily vehicle trips).

Traffic Assignment
The roadway system for the Existing With Project alternative is identical to the roadway system presented for the General Plan Buildout With Project scenario of the Transportation Study.

Exhibit A summarizes the NBTM 3.1 refined Existing With Project scenario daily traffic volumes throughout the City of Newport Beach. Changes from the Existing count and General Plan Buildout With Project forecasts are shown on Table 4. Roadways that experience the largest increases from existing include Coast Highway and Newport Coast Drive. Each of these locations experiences an increase of 10,000 vehicles per day (VPD) or more with the project. Additional roadways experiencing the growth in excess of 10,000 VPD in the General Plan Buildout (Post-2030) With Project scenario in the primary traffic study report (including regional growth) are Campus Drive, Jamboree Road, and MacArthur Boulevard. Each of these locations experiences an increase of 10,000 VPD or more with buildout of the surrounding area.

Daily Capacity Analysis
Daily roadway segment capacity analysis has been performed at study area roadways, and is shown on Exhibit B. The following roadway segments are expected to operate with daily V/C ratios greater than 0.90:
• Newport Boulevard north of Via Lido
• Irvine Avenue north of University Drive
• Irvine Avenue north of Santiago Drive
• Irvine Avenue north of Dover Drive

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Mr. Elwood Tescher

EIP ASSOCIATES
March 27, 2006

• Dover Drive north of Westcliff Drive
• 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 Boulevard south of Hospital Road
• Hospital Road east of Newport 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
• 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 west of Superior Avenue / Balboa Boulevard • 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

Mr. Elwood Tescher

EIP ASSOCIATES
March 27, 2006

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.

Peak Hour Forecasts
The final and most meaningful data evaluated for the Existing 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 Existing With Project intersection capacity utilization values (ICUs). Table 5 summarizes the Existing With Project ICUs based on the AM and PM peak hour intersection turning movement volumes and the existing intersection geometric data compared with Existing (Without Project) and General Plan Buildout With Project ICUs.

Attachment A contains the detailed ICU calculation worksheets for Existing With Project conditions. The worksheets in Attachment A summarize the intersection geometric data and the AM and PM peak intersection turning movement volumes.

Intersections with ICU values greater than 0.90 (LOS "E" or worse) in either peak period for Existing With Project conditions without improvements beyond 2005 conditions are:
• Newport Boulevard (NS) / Hospital Road (EW) (PM)
• Riverside Drive (NS) / Coast Highway (EW) (AM)
• MacArthur Boulevard (NS) / Campus Drive (EW) (PM)
• Jamboree Road (NS) / Campus Drive (EW) (PM)
• Campus Drive (NS) / Bristol Street North (EW) (PM)
• Irvine Avenue (NS) / Mesa Drive (EW) (PM)
• Irvine Avenue (NS) / University Drive (EW) (PM)
• MacArthur Boulevard (NS) / San Joaquin Hills Road (EW) (PM) • Goldenrod Avenue (NS) / Coast Highway (EW) (AM)

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Mr. Elwood Tescher

EIP ASSOCIATES
March 27, 2006

Less than half (9 vs. 19) of the intersections projected to experience deficiencies for future General Plan Buildout With Project conditions would still experience deficiencies (without improvements) for Existing Plus Project conditions. Intersection analysis has been performed to determine improvements necessary to provide acceptable levels of service. ICU worksheets are included in Attachment B. Table 6 also compares the ICU results with and without improvements. Improvements necessary to provide acceptable levels of service are shown in Table 7. Improvements that require the least additional right-of-way or other environmental impacts have generally been recommended.

Freeway / Tollway and Ramp Analysis
For the Existing With Project scenario, the volumes on most segments have slightly increased when compared to the Existing (Without Project) scenario. The analysis summary is shown on Table 8. With anticipated regional improvements, the following segments operate at a deficient level of service in the Existing With Project scenario:

SR-73 Freeway Northbound
Bear Street to SR-55 Freeway (AM)
0 SR-55 Freeway to Jamboree Rd. (AM)
SR-73 Freeway Southbound
0 1-405 Freeway to Bear Street (PM)
Additional segments that operate at a deficient level of service in the General Plan With Project scenario include:

SR-73 Northbound
0 1-405 Freeway to Bear Street (AM)
0 Bonita Canyon Drive to Newport Coast Drive (AM)
0 Newport Coast Drive to Toll Plaza (AM)

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TABLE 7

EXISTING WITH PROJECT SUMMARY OF
IMPROVEMENT NEEDS BEYOND 2005 EXISTING LANES

ADDITIONAL INTERSECTION IMPROVEMENTS

WITH PROJECT

INTERSECTION
Bluff Rd. (NS) at:
• Coast Hw. (EW)
Provide one. SB left turn lane 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 one SB left turn lane 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.

Riverside Av. (NS) at:
• Coast Hw. (EW)
Provide 3rd EB through lane. Note: This intersection experiences LOS "E" conditions for Existing Plus Project conditions without improvements. LOS "E" is considered acceptable at this location in the proposed Circulation Element. This improvement provides LOS "D" operations for Existing With Project conditions. The same improvement is required to achieve LOS "E" operations in both General Plan Buildou scenarios.

MacArthur BI. (NS) at:
- Campus Dr. (EW)
Restri a SB to provide 3.5 through lanes and 1.5 right turn lanes.

Jamboree Rd. (NS) at:
• Campus Dr. (EW)
Provide WB right turn overlap phase for current right turn lane.

Campus Dr. (NS) at:
• Bristol St. N (EW)
Provide 5th WB through lane. Note: This intersection experiences LOS "E" conditions for Existing Plus Project conditions without improvements. LOS "E" is considered acceptable at this location in the proposed Circulation Element. This improvement provides LOS "D" operations for Existing With Project conditions. The same improvement is required to achieve LOS "E" operations in both General Plan Buildout scenarios.

Irvine Av. (NS) at:
• Mesa Dr. (EW)
Provide 3rd NB through lane. Provide 3rd SB through lane. Provide 1st EB right turn -Funded Improvements
lane. Provide 2nd WB left turn lane. Note: As for General Plan Buildout With Project conditions, the EB right turn lane is not necessary.
• University Dr. (EW)
Provide 3rd SB through lane.

MacArthur BI. (NS) at:
• San Joaquin Hills Rd. (EW)
Provide 4th NB through lane.

Provide 3rd EB left turn lane.

UAUcJobsl_01200\012321Excel1t01232-34.xis]T-7
24 TABLE 8
EXISTING PLUS PROJECT SR-73 FREEWAY/TOLL WAY PEAK HOUR MAINLINE ANALYSIS AM

SEGMENT
I I
ADT

NORTHBOUND

I SOUTHBOUND
I LANES1
VOLUME
I LOSI
LANES

I VOLUMEJ
LOS
405 Fw. to Bear St.
107,000
3 8,495
F
3 2,740
B
-with anticipated regional improvements
5 D
4 B
-with additional improvements
5 D
5 A
Bear St. to 55 Fw.
121,000
3 9,606
F
3 3,099
C
-with anticipated regional improvements 2
5 E
5 B
-with additional improvements
6 D
5 B
55 Fw. to Jamboree Rd.
115,000
3 9,130
F
3 2,945
B
-with anticipated regional improvements 2
5 E
5 A
-with additional improvements
6 D
5 A
Jamboree Rd. to Bonita Canyon Dr.
75,000
3 5,954
E
3 1,921
B
-with anticipated regional improvements 2
5 C
5 A
Bonita Canyon Dr. to Newport Coast Dr.
76,000
4 6,034
D
4 1,946
A
Newport Coast Dr. to Toll Plaza
65,000
3 5,160
D
3 L 1 665
A
PM

SEGMENT
I ADT
I NORTHBOUN =

SOUTHBOUND
LANES
VOLUME
LOS
LANES
VOLUME
LOS
405 Fw. to Bear St.
107,000
3 4,475
D
3 7,242
F
-with anticipated regional improvements'
5 B
4 E
-with additional improvements
5 B
5 D
Bear St. to 55 Fw.
121,000
3 5,060
D
3 8,190
F
-with anticipated regional improvements 2
5 C
5 D
-with additional improvements
6 B
5 D
55 Fw. to Jamboree Rd.
115,000
3 4,810
D
3 7,783
F
-with anticipated regional improvements'
5 B
5 D
-with additional improvements
6 A
5 D
Jamboree Rd. to Bonita Canyon Dr.
75,000
3 3,137
C
3 5,076
D
-with anticipated regional improvements2
5 B
5 C
Bonita Canyon Dr. to Newport Coast Dr.
76,000
4 3,178
B
4 5,144
C
Newport Coast Dr. to Toll Plaza
I 65,000t__i__j
2,719
B
1 3
4,399
D
1 = Improvement
2 - Anticipated regional improvements taken from OCTAM
U:\UcJobs\ 01100-01500\_01200\01232\Excel\[01232-34.xls]T-8 Q01

Mr. Elwood Tescher

EIP ASSOCIATES
March 27, 2006

SR-73 Southbound
• Bear Street to SR-55 Freeway (PM)
• SR-55 Freeway to Jamboree Road (PM)
Because the needed improvements to serve Existing Plus Project traffic volumes on the freeway exceed the planned system improvements, a potentially significant impact to the freeway system may occur.

The ramp volumes for the Existing With Project scenario are similar to the ramp volumes for the Existing scenario, which resulted in the same operational deficiencies.

Table 9 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 On
Additional ramps that experience deficient levels of service for General Plan Buildout with Project conditions are:
• Newport Coast Drive Northbound Off
• Newport Coast Drive Northbound On
0 Newport Coast Drive Southbound Off

TABLE 9
EXISTING PLUS 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
I PM
AM
PM
Bristol St.

NB Off
5 8,495
4,475
1 0
1,6001
710

34.5 1 25.9
F
I C
-with improvements
NB Off
5 8,495
4,475
2 0
1,600
710

33.9 15.6
D
I B
Bristol St.

SB Off
5 2,740
7,242
2 2,725
1,410
620
NOM
NOM
A
A
Jamboree Rd.

NB On
5 5,954
3,137
1 120
480
930

18.2 16.5
B
B
Jamboree Rd.

SB On
5 2,945
8,190
1 1,700
480
1,320

11.9 33.6
B
F
-with improvements
SB On
5 2,945
8,190
1 1,460
480
1,320

12.1 31.5
B
D
MacArthur BI.

NB Off
5 5,954
3,137
2 1,480
620
190
NOM
NOM
A
A
MacArthur BI.

NB On
5 5,954
3,137
1 340
2,740
2,350
--'
--1
F
F
-with improvements
NB On
5 5,954
3,137
2 340
2,740
2,350

33.0 26.0
D
C
MacArthur BI.

SB Off
5 1,921
5,076
1 1,340
2,190
2,670

13.0 26.2
F1
F
-with improvements
SB Off
5 1,921
5,076
2 1,340
2,190
2,670

1.4 11.3
A
B
University Dr.

NB On
5 5,954
3,137
1 200
980
850

20.0 16.1
C
B
University Dr.

SB Off
5 1,921
5,076
1 1,400
810
750

4.7 14.8
A
B
Bison Av.

NB Off
5 5,954
3,137
1 0
350
130

28.4 18.7
D
B
Bison Av.

NB On
5 5,954
3,137
1 250
160
600

15.7 13.5
B
B
Bison Av.

SB Off
5 1,921
5,076
1 0
700
260

16.6 24.6
B
C
Bison Av.

SB On
5 1,921
5,076
1 740
70 210

7.5 17.5
A
B
Bonita Canyon Dr.

NB Off
6 6,034
3,178
1 1,250
820
160

18.8 7.8
B
A
Bonita Canyon Dr.

NB On
5 5,954
3,137
1 2,440
540
320

34.4 15.2
F
B
-with improvements
NB On
5 5,954
3,137
1 1 440
540
320

32.0 17.3
D
B
Bonita Canyon Dr.

SB Off
5 1,921
5,076
1 0
290
380

14.3 25.3
B
C
Bonita Canyon Dr.

SB On
5 1,921
5,076
1 400
200
740

9.0 17.7
A
B
Newport Coast Dr.

NB Off
5 5,160
2,719
1 0
250
130

24.9 16.9
C
B
Newport Coast Dr.

NB On
5 5,160
2,719
1 1,250
570
320

27.3 14.5
C
B
Newport Coast Dr.

SB Off
6 1,946
5,144
1 0
660
950

16.5 28.8
B
D
[Newport Coast Dr. I
SB On
6 1,946
5,144
1 360
300
320

10.1 16.8
B
B
Ramp failure due to ramp volumes over capacity.
1 = Improvement
U:\UcJobs\_01200\01232\Excel\[01232-34.xls]T-9
27 Mr. Elwood Tescher

EIP ASSOCIATES
March 27, 2006

Because the needed improvements to serve Existing Plus Project traffic volumes on the freeway exceed the planned system improvements, a potentially significant impact to the freeway system may occur.

The result of the analysis is that less than half the growth in traffic and projected intersection deficiencies is directly related to growth in the City of Newport Beach; the remainder is caused by regional (surrounding area) growth. Needed improvements are reduced at 3/4 of the study area intersections where deficiencies were identified for Post- 2030 conditions, when regional traffic growth is removed from consideration.

Sincerely,
URBAN CROSSROADS, INC.

Marlie Whiteman, P.E.

Senior Engineer
CW:MW:cg
J N :01232-34
Carleton Waters, P.E.

Principal
xc: Ms. Patricia Temple, CITY OF NEWPORT BEACH
Mr. Richard Edmonston, CITY OF NEWPORT BEACH
Attachments

Current (2006) Existing Conditions Count Data

0 URBAN

CROSSROADS
41 Corporate Park, Suite 300 Irvine, CA 92606 949.660.1994 main 94 9.66 0.1911 fax www.urbanxroad5.com March 27, 2006
Mr. Elwood Tescher

EIP ASSOCIATES
12301 Wilshire Boulevard, Suite 430
Los Angeles, California 90025
Subject: Current (2006) Existing Conditions Count Data
Dear Mr. Tescher:

Current (2006) count data has been collected in order to provide additional information to supplement the analysis in the City of Newport Beach General Plan Transportation Study (Urban Crossroads, Inc., March, 2006). No consistent citywide traffic growth trend has been shown in this analysis. It would appear that area of high traffic growth correlate directly to areas where growth anticipated in the General Plan has already occurred between 2002 and 2006. The analysis of the City of Newport Beach General Plan was performed using count data collected in 2001 and 2002. Exhibit A shows the existing average daily traffic volumes included in the General Plan analysis.

Daily traffic volumes have been collected on a sampling of study area roadway segments for 2006 shoulder season conditions in March of 2006. The data collection worksheets are contained in Attachment A. The 2006 data contained in Attachment A has been compared to existing (2001/2002) data. Table 1 shows the vast majority of segments change by less than 6,000 vehicles per day (VPD). Both increases and decreases in traffic have occurred. Most of the decreases are in the vicinity of Coast Highway.

Ongoing development (Bonita Canyon) has occurred near the largest increases on Jamboree Road and MacArthur Boulevard. Additional development in Newport Coast

Mr. Elwood Tescher

EIP ASSOCIATES
March 27, 2006

and Newport Ridge is reflected in increases on Newport Coast Drive and Coast Highway.

There is one segment for which the volume changes (increases) by more than 10,000 VPD (43%). The apparent increase is on Coast Highway east of MacArthur Boulevard.

The 2002 count at this location was estimated from adjacent peak hour intersection volumes based on citywide peak to daily relationships. The new (2006) count has been reviewed for peaking and directionality characteristics and the directly comparable peak hour data suggest an increase of only 17%. Attachment B contains the analysis of characteristics for Coast Highway east of MacArthur Boulevard.

No consistent citywide traffic growth trend has been shown in this analysis. It would appear that area of high traffic growth correlate directly to areas where growth anticipated in the General Plan has already occurred between 2002 and 2006.

Sincerely,
URBAN CROSSROADS, INC.

M rlie Whiteman, P.E.

Senior Engineer
CW:MW:cg
JN:01232-33
46 -�
Carleton Waters, P.E.

Principal
xc: Patricia Temple, CITY OF NEWPORT BEACH
Richard Edmonston, CITY OF NEWPORT BEACH
Attachments

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ATTACHMENT A
EXISTING (2006) CONDITIONS

AVERAGE DAILY TRAFFIC (ADT) VOLUMES

TRAFFIC DATA SERVICES, INC- LOCATION CODE 03607.001
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- 12:15
34 30
64 12:00
12:15
158
162
320

12.15 - 12:30
13 24
37 1205
- 12:30
164
180
344
12:30
- 12;45
26 15
41 12:30
- 12:45
158
176
334
12:45
- 1:00
23 96
12 81
35 177
12:45
1:00
176 656
154 672
330 1328
100
- 1:15
13 10
23 1:00

1.15 180
163
343
105
1:30
8 11
19 1;15
- 1:30
172
158
330
1:30
- 1:45
18 14
32 1:30
- 1:45
194
140
334
1:45
LL 2:00
6 45
5 40
11 85

1.45 - 2:00
168 714
154 615
322 1329
2;00
- 2:15
8 18
26 2:00
- 2:15
186
165
351
2:15
- 2:30
4 5
9 2:15
- 2:30
176
157
333
2:30
- 2:45
6 3
9 2:30
- 2:45
156
190
346
2:45
- 3:00
8 26
5 31
13 57
2:45
- 3:00
218 736
198 710
416 1446
3:00
- 3:15
7 7
14 3:00
3:15
172
166
338
3:15
- 3;30
5 1
6 3:15
- 3:30
186
246
432
3:30
- 3:45
5 4
9 3;30
3:45
194
239
433
3:45
- 4:00
2 19
2 14
4 33
3:45
- 4:00
19Z 744
240 $91
432 1635
4:00
- 405
7 3
10 4:00
4:15
174
214
388
4:15
- 4:30
11 6
17 4;15
- 4:30
164
232
396
4:30
- 4;45
8 4
12 4:30
- 4:45
140
288
429
4:45
- 5:00
15 41
16 29
31 70
4;45
5:00
160 638
250 984
410 1622
5:00
- 5:15
18 14
32 5:00
- 5:15
136
330
466
5:15
- 5:30
17 14
31 5:15
5:30
142
344
486
5:30
- 5:45
34 18
52 5:30
- 5:45
130
276
406
5:45
- 6:00
61 130
25 71
86 201

5.45 - 6:00
172 580
285 1235
457 1815
6:00
- 605
60 34
94 6:00
- 6:15
158
272
430
6:15
- 6:30
97 51
148
6:15
- 6:30
156
260
416
6;30
- 6:45
166
58 224
6:30
- 6:45
141
226
367
6:45
- 700
174
497
98 241
272
738
6:45
- 7:00
124 579
187 945
311 1524
7:00
- 7;15
218
112
330
7:00
a 7;15
110
178
288
7:15
- 7:30
243
122
365
7:15
- 7:30
106
154
260
7:30
- 7:45
272
136
408
7;30
- 7:45
100
144
244
7:45
- 8:00
375
1108
140
510
515
1618
7:45
- 8:00
90 406
114 590
204 996
8:00
- 805
370
149
519
8:00
- 8:15
93 153
246
8:15
- 8:30
340
117
457
8:15
- 8,30
76 108
184
8:30
- 8;45
362
133
495
8;30
- 8:45
82 94
176
8:45
- 9:00
308
1360
133
532
441
1912
8;45
- 9:OD
94 345
108 463
202 808
9:00
- 9,15
300
151
451
9:00
- 9:15
75 105
1$0
9:15
- 9:30
236
117
353
9:15
- 9:30
92 91
183
9:30
- 9:45
221
130
351
9:30
- 9:45
69 102
171
9:45
- 10:00
196
953
131
529
327
1482
9:45
- 10:00
68 304
91 389
159 693
10:00
- 1005
176
132
308
10:00
- 1005
70 62
132
10:15
- 10:30
198
144
342
10:15
- 10;30
61 52
113
10:30
- 10:45
177
154
331
10:30
- 10:45
59 47
106

10.45 - 11;00
168
719
134
564
302
1283
10:45
- 11:00
60 250
36 197
96 447
11:00
- 11.15
164
156
320
11:00
- 11:15
30 39
69 11:15
- 11:30
172
147
319
11:15
- 11:30
40 34
74 11:30
- 11:45
175
148
323
11:3D
- 11:45
24 34
58 11:45
- 12:00
182
693
160
611
342
1304
11:45
- 12;00
17 111
28 135
45 246
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51707
3,253
8,960
6,063
7,826
13,889
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11,770
11,079
22,849
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TRAFFIC DATA SERVICES, INC. LOCATION CODE 03607,005
wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwr,rwwwwrr+aaaaaraa+rawer++++w+w++wwwwwwwwwxwrwrwwaaaa:as++wwww*wwwwwwwwa*aaaa+ak+++www LOCATION - DOVER-N/0 COAST HWY

AVERAGED VOLUMES FOR
- TUESDAY
3/7/06
TO WEDNESDAY 3/8/06
awwwwwwwwwwwwwwwwwwwwwwwwww AM wwwwwwwwwwwwwwwwrrwwrxwrrr aarrrrrrwwkwwwwwwwwwwwwawww
PM trr+++,r++eww+wwwwwwwwwrar
TIME
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SR
TOTAL
TIME
NB
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TOTAL
wwwwwwwwwwwwwwwwwwwwwww,r+aw+++w+wwwww+wwwwwwwww,exwxwnwwwwxwwwwwxrx*rrrxrrraaaaraawa*wwrwwwwrwawwwwrrrxrarra+++ewwwwwwww 12:00 -
12:15
10 11
21 12:00
12:15
283
212
495
12:15 -

12.30 15
14 29
12:15 -
12:30
291
272
563
12:30 -
12:45
6 4
10 12:30
12:45
222
276
498
12;45
1:00
9 40
2 31
11 71
12:45 -
1:00
296 1092
271
1031
567 2123
1:00
1:15
8 8
16 1:00 -
1:15
244
256
500
1:15 -
1:30
4 6
10 1.15 -

1.30 280
262
542
1:30 -
1:45
3 3
6 1:30 -
1:45
228
226
454
1:45
2:00
11 26
5 22
16 48
1:45 -
2:00
252 1004
220
964
472 1968
2:00 -
205
10 2
12 2:00 -
2:15
242
223
465
205 -
2:30
3 5
8 2:15 -
2:30
292
235
527
2:30 -
2:45
4 2
6 2:30 -
Z:45
252
260
512
2:45 -
3:00
D
17 0
9 0
26 2:45 -
3:00
368 1154
269
987
637 2141
3:00
3:15
2 0
2 340 -
3:15
298
252
550
3:15 -
3:30
2 3
5 3:15 -
3:30
311
760
571
3:30 -
3:65
2 6
8 3:30
3:45
289
266
555
3:45 -
4:00
2 8
9 18
11 26
3:45
4:00
296 1194
253
1031
$49 2225
4:00 -
4:15
5 5
1D
4:00 -
4:15
294
246
540
4:15 -
4:30
4 5
9 4:15 -
4:30
309
224
533
4:30 -
4:45
4 10
14 4:30 -
4:45
318
228
546
4:45 -
5:00
14 27
18 38
32 65
4:45 -
5:00
262 1183
242
940
504 2123

5.00 -
505
14 9
23 5,00 -
5:15
302
281
583
5:15 -
5:30
12 19
31 5:15 -
5;30
328
243
571
5:30 -
5:45
21 26
47 5:30 -
5:45
319
240
559
5:45 -
6:00
34 81
26 80
60 161
5:45
6:00
302 1251
248
1012
550 2263
6:00 -
6:15
44 51
95 6:00 -
6:15
298
243
541
6:15 -
6:30
43 74
117
6:15 -
6:30
261
216
479
6:30
6:45
54 96
150
6:30 -
6:45
230
202
432
6;45
7:00
76 217
124
345
200
562
6:45
7:00
197 986
170
833
367 1619
7:00 -
705
92 162
254
7:00 -
705
196
161
357
7:15 -
7:30
144
186
330
7;15 -
7:30
140
156
296
7:30 -
7:45
172
319
491
7;36 -
7:45
120
142
262
7:45 -
8:00
214
622
400
1067
614
1689
7:45 -
8:00
145 601
116
575
261 1176
8:00 -
8:15
239
261
500
8:00 -
8:15
112
110
222
8:15 -
8:30
187
266
453
8:15 -
8:30
134
105
239
8;30 -
8:45
166
256
422
8:30 -
8:45
111
78 189
8:45 -
9:00
202
794
254
1037
456
1831
8:45 -
9:00
108 465
86 379
194 844
9:00 -
905
227
213
440
9:00 ,
905
110
84 194
9:15 -
9:30
220
198
418
9:15 -
9:30
113
79 192
9:30 -
9:45
224
188
412
9:30 -
9:45
87 51
138
9:45 -
10:00
219
890
231
830
450
1720
9:45 -
10:00
86 398
46 260
134 658
10:00 -
10:15
217
210
427
10:00 -
1005
62 52
114
10:15 -
10:30
M
190
402
10:15 -
10:30
66 24
90 10:30 -
10:45
197
225
422
10:30 -
10;45
46 24
70 10:45 -
11:00
244
670
230
855
414
1725
10:45 -
11:00
50 224
25 1.25
75 349

11.00 -

11.15 209
192
401
11:00 -

11.15 46
25 71

11.05 -
11:30
218
210
428
11:15 -
11:30
28 24
52 11:30 -
11:45
225
188
413

11.30 -
11:45
26 11
37 11:45 -
1200
Z46
898
250
840
496
1738
11;45 -
12:00
28 128
13 73
41 201
wwwwwwwwwwxxwxxxxwrr+raa+a+++wwwwwxwwxwxwrx**a+++:wwwwwwxwxww,►xaraa+++rwwnwwwxxxraa:+++w+w*wwwxwwwaa:w+www*wwwwww+raaa++ TOTALS
4,490
5,172
9,662
9,680
8,210
17,890
14,170
13,382
27,552
ADT'S
+++www++wwwwwwwwwwwwwwwrxxw**Ora+++wwwwwwwwwwrraa+,�wwwwwwwwww,.raax+r++wwwwww�rxx+a+a++,�wwwwwwwxxa++wwwwxwxxwxrr++f�+www 900ij 'DNI`'SDAS VIVG DIddVH1 OZOZTVSVTL XVd ST:LT 90OZ/60/C'0

TRAFFIC DATA SERVICES, INC. LOCATION CODE 03607.007
awwwWwww+ww+w+rrrrrrrrrrtrrrrrrr+rrr+rrrrrtrrrr+++rw+wwwwWwwwwwwwwawwwaaaxratrrrrrr+rr++++wwwwWaWa*raarrrrrrr+++wa+awwa LOCATION - JAMSORES-8TN EASTOLUFF/FORD/SAN JOAQUIN HILLS AVERAGED VOLUMES FOR - TUESDAY 3/7/06 TO WEDNESDAY 3/8/06 +#+a+rrr#rratx*aa*aka****ak AM wwWWW*wW*******W*********W xaaaaka Wxtrrrrtrrxtr+tr+raw PM *******w*wxaxawwxaaWW++++ TIME
Ng
SS
TOTAL
TIME
N8
SB
TOTAL
wawaaaawaaaaawaaaaawwwa+awr+rrrrr++++r+r++++++w+w+++waw+Waaa+*aa**r**wwwawwraa*w*aaaxaxsrrrrrrrxrr+rrw+wwawwaa*a*wawaax 12:00
12:15
33 32
65 12:00
- 12:15
401
428
829
12:15 -
12;30
28 14
42 12:15
- 12:30
395
458
853
12:30 -
12:45
36 29
65 12:30
- 12:45
386
456
842
12:45 -
1:00
18 115
11 86
29 201
12:45
- 1:00
438
1620
446 1788
884
3408
1:06 -
1:15
14 15
29 1:00
- 1:15
404
392
796
1:15 -
1:30
7 8
15 1:15
1:30
436
407
843
1,30 -
1:45
17 9
26 1:30
1:45
417
354
771
1:45 -
2:00
15 53
13 45
28 98
1:45
2:00
458
1715
398 1551
856
3266
2:00 -
2:15
12 11
23 200
Z:15
436
469
905
2:15 -
2:30
11 11
22 2.15
- 2:30
468
402
370
2t30 -
2:45
13 9
22 2:30
- 2:45
491
367
858
2;45 -
3:00
1 37
5 36
6 73
2:45
- 3:00
462
1857
412 1650
874
3507
3:00 -
3:15
7 8
15 3:00
- 3:15
524
369
893
3:15 -
3:30
2 10
12 3:15
- 3:30
464
474
938
3:30 -
3:45
8 8
16 3;30
- 3:45
458
490
948
3:45 -
4:00
8 25
12 38
20 63
3:45
- 4:00
441
1887
440 1773
$81
3660
4:00 -
4;15
17 6
23 4:00
- 4:15
517
376
893
4:15 -
4:30
9 i8
27 4:15
- 4.30
526
426
952
4:30 -
4;45
12 24
36 4:30
- 4:45
448
387
835
4:45 -
5:00
28 66
46 94
74 160
4:45
- 5.00
488
1979
448 1637
936
3616
5:00 -
5:15
32 55
87 5:00
- 5:15
$27
415
942
5:15 -
5:30
36 68
104
5;15
- 5:30
598
561
1159
5:30
5:45
54 126
180
5:30
5:45
494
556
1050
5:45
6:00
92 214
213
462
305
676
5:45
- 6:00
512
2131
651 2183
1163
4314
6:00 -
6:15
98 165
263
6:00
- 6:15
481
522
1003
6:15 -
6:30
120
174
294
6:15
6:30
473
570
1043
6:30 -
6:45
159
207
366
6:30
- 6:45
365
464
849
6:45 -
7:00
252
629
334
860
536
1509

6.45 7.00
345
1664
363 1939
708
3603
7:00
705
310
346
656
7;00
- 705
300
334
634
7:15 -
7:30
416
358
774
7:15
7:30
271
284
555
7:30 -
7:45
507
416
1003
7:30
7:45
250
256
506
7;45
8:00
546
1859
544
1664
1090
3523
7:45
800
230
1051
236 1110
466
2161
8:00
8:15
395
470
865
8:00

8.15 239
208
447
8:15
8:30
462
448
910
8:15
8:30
202
188
390
8:30
8;45
464
422
886
8:30
8:45
184
198
382
8:45 -
9:00
424
1745
458
1798
882
3543
8:45
- 9:00
156
781
190 784
346
1565
9:00 -
9:15
348
448
796
9:00
- 905
260
168
428
905
9:30
314
421
735
905
- 9:30
206
182
388
9:30 -
9:45
325
331
656
9;30
- 9:45
172
138
310
9;45 -
10;00
367
1354
398
1599
765
2952
9:45
- 10:00
128
766
142 630
270
1396
10:00 -
10:15
263
342
605
10:00
- 1005
124
104
228

10.15 -
10,30
296
340
636
10:15
- 10:30
116
110
226
10:30 -
10:45
311
332
643
10:30
- 10:45
94 74
168
10:45 -
11:00
312
1182
361
1375
673
2557
10:45
- 11:00
98 432
82 370
180
802
11:00 -
11:15
348
352
700
11;00
- 11:15
80 65
145
11:15 -
11:30
340
373
713

11.15 - 11:30
81 63
144
11:30 -
11:45
324
402
726
11:30
- 11:45
43 41
84 11:45 -
12:00
423
1435
398
1525
821
2960

11.45 - 12:00
49 253
36 205
85 458
waaaaawawwawaaawaaaxxxaaxxxxxtrrr+r+a+wW**waaawaaww**#Wrr+++++++wWwwwa*aaxwarr+rrr+wwwwwaawwaaxxrr+r++wwawwwa*w*xx++r++ TOTALS
8,714
9,601
18,315
16,136
15,620
31,756
ADT+S
24,850
25,221
50,071
awaawaxxaa#r+rrrrrr+w+++++w+wwwwww*wwwxwarrrrr+r+++wwwwaaaaaaxrrrrrr+++wwwawarawrrrsr++w*wwwwwwxx►rrrrti+*ww**w*warm+++ ROOQ� 'DNI " SDAS VZVQ DIJaVHl OZOZTP2tTL k'Vd 9T:LT 90OZ/60/90

TRAFFIC DATA SERVICES, INC. LOCATION CODE 03607.008
rrrrrrwwrrwrrrwwwr*wwrwrrwrrwwwwxwxxxxx**r*rrrr*r+t*+wwwwwwxxwwwxxxxxrrrrrrrwwwwwwwrwww*x*rt:++t,ewwwrxrr+++rr+wwrrrwwrw LOCATION - JAMBOREE-N/0 COAST HWY AVERAGED VOLUMES FOR - TUESDAY 3/7/06 TO WEDNESDAY 3/8/06 +ttwvw+tw+ww++++w++t*iwwwww AM wwwwwwxxx+wxxrrr*rrrr+tw*w wwwrwxwx*rt+*++*wwwrwwwkxww PM t+wwwrwwrwwwxxt++tt+wwwww TIME
NB
$8
TOTAL
TIME
NB
s8
TOTAL
xwrwxwxrrrrrwrwwwwrrwrwrrwwrwxwxxx+•rrx**rtw,�twtwwwwwwwwwwwrrxwwwxxxx*r****wwwwrrwwwwwxrtx***trwwwrrrwwwxxx*****trwwwwww 12:00 -
1205
18 18
36 12:00 -
12:15
211
304
515
12:15 -
12:30
12 9
21 1Z:15 -
12:30
256
327
583
12:30 -
12:45
18 22
40 12:30 -
12:45
252
266
518
12:45 -
1:00
5 53
8 57
13 110
12:45 -
1:00
254
973
285 1182
539 2155
100 -
105
9 14
23 1:00 -
1:15
220
290
510
1:15 -
1:30
13 3
16 1:15 -
1:30
226
246
472
1:30 -
1:45
5 3
8 1:30 -
1:45
231
247
479
1:45 -

2.00 10
37 7
27 17
64 1:45 -
2:00
222
899
308 1091.
530 1990
2:00 -
2:15
7 5
12 2:00 -
205
245
304
549
2:15 -
2:30
10 4
14 2:15 -
2:30
234
290
524
2:30 -
2:45.
8 4
12 2:30 -
2:45
272
266
538
2:45 -
3:00
0 25
1 14
1 39
2:45 -
3:00
272
1023
325 1185
597 2208
3:00 -
305
2 5
7 3:00 -
3:15
284
316
600
3:15 -
3:30
3 3
6 3:15 -
3:30
266
354
620
3:30 -
3:45
7 5
12 3:30 -
3:45
274
374
648
3:45 -
4:00
5 17
4 17
9 34
3:45 -
4:00
250
1074
372 1416
622 2490
4:00 -
4:15
3 3
6 4:00 -
4:15
264
308
572
4:15 -
4;30
3 4
7 405 -
4:30
255
394
649
4:30 -
4:45
10 8
18 4:30 -
4:45
226
376
602
4:45 -
5:00
22 38
8 23
30 61
4:45 -
5:00
261
1006
326 1404
587 2410
5:00 -
5:15
12 10
22 5,00 -
5:15
292
431
723
5:15 -
5:30
21 20
41 5:15 -
5:30
293
460
753
5:30 -
5:45
34 30
64 5:30 -
5:45
262
433
695
5:45 -
6:00
68 135
52 112
120
247
5:45
6:00
271
1118
514 1838
785 2956
6:00 -
6:15
72 56
128
6:00 -
6:15
234
459
693
6:15
6:30
92 73
165
6:15 -
6:30
228
431
659
6:30 -
6:45
136
88 224
6:30 -
6:45
203
376
579
6:45 -
7:00
177
477
142
359
319
836

6.45 -
7:00
208
873
343 1609
551 2482
7:00 -
7:15
254
158
412
7:00 -
7:15
182
292
474

7.15 -
7;30
322
186
$08
7s15 -
7:30
158
219
377
7:30 -
7:45
458
17Z
630
7;30 -
7:45
138
184
322
7:45 -
8:00
388
1422
262
178
650
2200
7:45 -
8:00
135
613
200 895
335 1508
8:00 -
8:15
364
254
618
8:00 -
805
129
155
284
8:15 -
8:30
396
204
600
9:15 -
8:30
120
160
280
8:30 -
8:45
391
220
611
8:330 -
8:45
119
137
256
8:45 -
9:00
307
1458
264
942
571
2400
8:45
- 9:00
94 462
142 594
236 1056
9:00 -
905
298
257
555
9:00
- 9:15
139
118
257
9:15 -
9:30
245
256
501
9:15
- 9:30
118
140
258
9;30 -
9:45
234
224
458
9:30
- 9:45
105
119
224
9:45 -
10:00
264
1041
236
973
500
2014
9:45
- 10:00
84 446
104 481
188 927
10:00 -
10:15
193
232
425
10:00
- 1005
80 68
148
1005 -
10;30
204
250
454
1005
- 10:30
62 92
154
10:30 -
10:45
222
215
437
10:30
- 10:45
46 62
108
10:45 -
11:00
240
859
254
951
494
1810
10:45
- 1100
34 222
57 279
91 501
11:00 -
11:15
225
214
439
11:00
- 1105
30 51
81 65
11:15 -
11:30
226
234
460

11.15 - 11.30
32 33
50 11:30 -
11t45
208
290
498
11d3o
- 11:45
20 30
136
34 230
11;45 -
12:00 244 903 299 1037 543 1940 11:45 - 12:00
12 94
22 rrxxwxxx*x*y+rt+twwwwwwwrrwrwwwwx,rr*+*rwwwwwrrwxxxx*t:+wwwwwrwwww****twwwrrxrxxxxtttwwtrwrwxw*x*+ttrwrwxwR*+t*rwrwww,r,r** TOTALS
6,465
5,290
11,755
8,803
12,110
20,913
15,268
17,400
32,668
ADT'S
rwrwwwrwwwrtrr*rta+wwwrrwrwwxwrr+***twwrwwww+rw***r**wwwwwwwx*r:.trwwrwwwx+*t+twwww*xxw**.++w*wrrwxx++twwwwwwwx**twwwwww 600E 'XI " SDAS V,LBQ 0IaaVHl2 OZOZTt2tTL XVd 9T:LT 90OZ/60/CO

i
TRAFFIC DATA SERVICES, INC. LOCATION CODE 03,607.010
+*+Nr}r}tW,ttttwrsii}}+WWWWWWWWWWWWwNsrrr+++rsWWWWWW*WWwra,r*►trr,tWW+WWWWWkW}wbr+et}+WWWWWWWWk+*rt+WWWWWWk*r,rt rW}NwWWWWww*

LOCATION
- MACARTHUR•STN FORD/BONITA

CYN/SAN
JOA00IN AVERAGED VOLUMES FOR
- TUESDAY 3/7/06 TO WEDNESDAY 3/8/06
rtrtYrrtwitwwrtrtNrtrrrwrwWNrrrrr}rAMiW*wWwrtwwwwrtwWrrNr:rtr}+WWW rtwwrtkrrr+}}W}+WWWNrtwNw+rrNr
PM
Nrt NNNw#*}++*}}wWWrtrtWK++rr '
TIME N® SB TOTAL
WWW'1YY1wtkNrtNNYrInYNrtNwww'NRw#kNrrrt+r}}i*W#9rrtwWNNrtwrtwRrt#rrrrr+}}}rt}wrtNrtrtwNwwK+r}r++}i}WWWWWNrtwrtrw*+}WWWWWwNwwk'#k*}++*WWWWNNN TIME NB so TOTAL
12:00 -
12:15
24 35
59 12:00 -
12:15
514
473
987
12:15 -
12:30
28 30
58 1205 -
12:30
444
498
942
12:30 -
12;45
33 22
55 45 217
12:30 -
12:45 -
12:45
1:00
518
498 1974
538
540 2049
1056
1038 4023
12:45 -
1:00
24 109
21 108
1:00 -
105
14 14
28 1:00
105
486
506
992
1:15
1:30
13 17
30 1.15 -
1:30
504
472
976
1:30
1:45
14 18
32 1;30
1:45
476
503
979
1:45 -
2:00
21 62
17 66
38 128

1.45 -

2.00 494 1960
468 1949
962 3909
2:00 -
2:15
20 14
34 2;00 -
2:15
478
464
942
2:15 -
2;30
21 8
29 2:15 -

2.30 524
462
986
2:30 -
2:45
10 12
22 2:30 -
2:45
544
445
989
2:45 -
3:00
10 61
12 46
22 107
2:45 -
3:00
546 2092
500 1871
1046 3963
3:00 -
3:15
10 12
22 3:00
3:15
550
468
101E
3:15 -
300
10 8
18 305 -
3-30
624
468
1092
3:30
3;45
8 10
18 3:30 -
3:45
540
498
1038
3:45
4:00
18 46
14 44
32 90
3:45
4:00
617 2331
512 1946
1129 4277
4:00 -
4:15
14 16
30 4:00 -
4:15
591
461
1052
4:15 -
4:30
12 15
27 4:15 -
4:30
577
516
1093
4:30 -
4:45
$
22 30
4:30 -
4:45
554
459
1013
4;45 -
5;00
22 56
60 113
82 169
4:45 -
5:00
552 2274
530 1966
1082 4240
5:00 -
5:15
28 66
94 5:00
5:15
598
524
1122
5:15 -
5:30
64 64
128
5:15
5:30
637
584
1221
5:30 -
5:45
78 so
158
5:30 -
5;45
554
604
1158
SAS -
600
96 266
176
386
272 652
5:45 -
6:00
608 2397
605 2317
1213 4714
6:00 -
6:15
122
162
284
6:00 -
6:15
526
576
1102 1
6:15 -
6:30
166
260
426
6:15 -
6:30
490
526
1016 l
6:30 -
6:45
214
350
564
6;30
6:45
464
406 1886
545
428 2075
1009
834 3961
6:45 -
7:00
257 759
414
1186
671 1945
6:45
7:00
7;00 -
705
288
458
746
7:00 -
7:15
337
442
779
7:15 -
7:30
368
456
824
7:15 -
7:30
390
354
744
7:30 -
7;45
514
536
1050
7:30 -
7:45
298
296
594
570 2687
7:45 -
800
560 1730
676
2126
1236 3856
7:45 -
8:00
302 1327
268 1360
8:00
8:15
550
683
1233
8:00 •
8:15
234
245
479
805 -
6:30
627
654
1281
8:15 -
8:30
288
214
502
8:30 -
8:45
564
L44
1208
8:30 -
8:45
9:00
211
261 994
201
192 852
412
453 1646
8:45 -
9:00
500 2241
664
2645
1164 4886
8:45
9:00
9:15
528
605
1133
9:00 -
905
278
179
457
448
9:15 -
9:30
470
500
970
9;15 -
9:30
264
184
392
9:30 -
9:45
400
526
926
9:30 -
9:45 -
9:45
10:00
214
183 939
178
128 669
311 1608
9:45 -
10:00
415 1813
506
2137
921 3950
10;00 -
1005
408
516
924
10100
- 10:15
192
141
333
275
10:15 -
10:30
406
422
828
10:15
- 10;30
136
139
10:30 -
10;45
408
473
881
10:30
- 10:45
11:00
136
128 592
113
70 463
198 1055
10:45 -
11:00
434 1656
486
1897
920 3553
10:45
-

11.00 -
11:15
444
482
926
11:00
- 1105
99 56
155
148
11:15
11:30
414
436
850
11:15
- 11:30
94 54
57 125
11:30 -
11:45
437
484
921
11:30
- 11:45
68 47 308
28 195
75 503
11:45 -
12:00
472 1767
538
1940
1010 3707 11:45 - 12:00
w#w##++}WNWfwNwwNNNNNwwk#*+r++W*WWNNNIr#•Kr}}+wwWNNwWkw+ty+*}}WWpww#kw+++}*WwNNwww#*}+t}WWwNNN#*+r}WNNNNNNtwt}{NNMWwKYNrtr 19,074
17,712
36,786
TOTALS
10,566
12,694
23,260
29,640
30,406
60,046
ADT'S
I
rfiWw}}}WWrtyrWyrNNNrtwkkr+i+WWWWN*y,rtwyre++}WNWWNNNw#kt}w+WwNwww#k++}WWWWNNww#t}++WWNNNrtk##WWWNwrtwK#}+}}WNrtrt#rr*WWWwww#KR*W TTO 18
'0XI
" SDAS VIVG
DIddVHl
0Z0ZTt5VTL
XXS BT:LT 900Z/60/CO

TRAFFIC DATA SERVICES, INC. LOCATION COO( 03607.011
wwrrawarwwtwaaraawxaaaawwwawwwwwwwwattwws.rrrrrrarsaaarrrwwawrwawwwa+wwwwawawaawwwxttaaaa++aaa+++++,:wwwwwwwwxaawwwwwaaa LOCATION - NEWPORT COAST-8TN BONITA CYN/SR-73 VOLUMES FOR - WEDNESDAY 318/06 wwawwywwawewwawawwww+ww++++ AN w+wawwwwwwwaawwwwxawwaxawa waweawaw++++++++++wwwwwwwww PM x**+rar+w+wwwwwwwaaaxwaaa TIME
NB
$B
TOTAL
TIME
N8
SB
TOTAL
+++waaaaa+awaxxaxwtxaarxxaxxxwxwwtwawwwwwrrrrww+�+++++++wwwwwwwwwwwwkawawwxwwwwwwwrrrwra,.:+wwwaawaaaawwxaxxawtaaww**+++ 12:00 -
12:15
7 6
13 12:00 -
12:15
98 68
166
12:15
12:30
9 6
15 1205 -
12:30
73 75
148
12:30 -
12:45
6 8
14 12:30 -
12:45
96 96
192
1z:45
1:00
4 26
5 25
9 51
12:45 -
1:00
80 347
82 321
162
668
1:00 -
105
1 6
7 1:00 -
1:15
101
76 177
1:15
1:30
2 6
8 1:15 -
1:30
84 79
10 1:30 -
1:45
1 1
2 1:30
1:45
73 74
147
1:45
2:00
2 6
1 14
3 20
1:45 -
2:00
106
364
76 305
182
669
200
2:15
3 3
6 2:00
2:15
86 78
164
205
2:30
3 4
7 2:15 -
2:30
108
80 188
2:30
2:45
5 3
8 2:30 -
2:45
86 83
169
2:45 -
3:00
2 13
3 13
5 26
2:45
3:00
100
380
89 330
189
710
3:00
3:15
1 1
2 3:00 -
3:15
114
86 200
305 -
3:30
0 0
0 3:15 -
3;30
128
94 222
3:30 -
3:45
3 1
4 3:30 -
3:45
144
86 230
3:45 -
4:00
1 5
1 3
2 $
3:45 -
4:00
143
529
88 354
231
883
4:00 -
4:15
0 1
1 4:00 -
4:15
122
76 198
405 -
4:30
3 1
4 4:15 -
4:30
129
90 219
4:30 -
4:45
3 3
6 4:30 -
4:45
93 96
189
4;45 -
500
6 12
5 10
11 22
4:45 •
5:00
107
451
88 350
195
801
5:00 -
5:15
4 3
7 5:00 -
5:15
106
110
216
5:15 -
5;30
15 8
23 5:15 -
5:30
136
116
252
5:30 -
5:45
22 10
32 5:30 -

5.45 102
140
242
5:45 -
6:00
28 69
14 35
42 104
5:45 •
6:00
115
459
140
506
255
965
6:00 -
6:15
34 17
51 6:00 -
605
100
152
252
6:15 -
6:30
45 32
77 6:15 -
6:30
82 120
202
6:30 -
6:45
47 56
103
6:30 -
6:45
80 128
205
6;45 -
7:00
57 183
78 183
135
366
6:45 -
7:00
80 342
106
506
186
80 7:00 -
7:15
78 86
164
7:00 -
7:15
67 114
181
7:15 -
7:30
123
84 207
7:15 -
7:30
65 90
155
7:30 -
7:45
140
96 236
7:30 -
7:45
57 74
131
7:45 -
8;00
186
527
76 342
262
869
7:45 -
8:00
53 Z42
81 $59
134
601
800 -
$05
150
106
256
8:00 -
8:15
37 65
102
8:15 -
8:30
166
76 242
8:15 -
8:30
42 84
126
8:30 -
8:45
142
62 204
8:30 -
8:45
37 58
95 8:45 -
900
150
608
82 326
232
934
8:45 -
9:00
38 154
70 277
108
431
9:00 -
9:15
158
80 235
9:00 -
9:15
42 54
96 9:15 -
9:30
102
90 19Z
9:15 -
9:30
62 62
124
9:30 -
9:45
113
77 190
9:30 -
9:45
31 59
90 9:45 -
10:00
111
484
92 339
203
823
9:45 -
10:00
20 155
46 221
66 376
10:00 •
10:15
68 64
IN
10:00 -

10.15 29
54 83
10:15 -
1030
104
68 172
10:15
- 10:30
31 35
66 10:30 -
10:45
104
44 146