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HomeMy WebLinkAbout1765 - APPROVE DEVELOPMENT OF BLK 500 OF THE NNCPC_DA AND TS COMPLY WITH THE TRAFFIC PHASING ORDINANCERESOLUTION NO. 1765
A RESOLUTION OF THE PLANNING COMMISSION OF
THE CITY OF NEWPORT BEACH APPROVING
DEVELOPMENT OF 96,428 SQUARE FEET OF OFFICE
SPACE IN BLOCK 500 OF THE NORTH NEWPORT
CENTER PLANNED COMMUNITY, FINDING THAT THE
DEVELOPMENT AND TRAFFIC STUDY TS2008 -001
(PA2008 -126) COMPLY WITH THE TRAFFIC PHASING
ORDINANCE
WHEREAS, The Irvine Company has applied to the City of Newport Beach
for approval under Municipal Code Chapter 15.40 (Traffic Phasing Ordinance) to
develop 96,428 square feet of general office in Block 500 of the North Newport
Center Planned Community (the "Project').
WHEREAS, the Project is consistent with the General Plan, the North
Newport Center Planned Community Development Plan, the Zoning
Implementation and Public Benefit Agreement (Development Agreement)
approved by the City Council of the City of Newport Beach on December 18, 2007,
and the Transfer of Development Rights approved by the City Council on July 22,
2008.
WHEREAS, consistent with Municipal Code section 15.40.030(B)(1), the
Project is anticipated to be complete with 60 months of Traffic Phasing Ordinance
approval.
WHEREAS, a traffic study, entitled North Newport Center Planned
Community Traffic Phasing Ordinance Traffic Study (Austin -Foust Associates, Inc.,
July 2008), was prepared for the Project in compliance with the Traffic Phasing
Ordinance.
WHEREAS, the traffic study found that the intersections along Newport
Center Drive will continue to operate at LOS "A," but that the Project will cause the
following intersection to exceed the Level of Service (LOS) "D" standard under the
Traffic Phasing Ordinance: MacArthur Boulevard and San Joaquin Hills Road.
WHEREAS, the traffic study found the addition of a third eastbound left -turn
lane to the intersection of MacArthur Boulevard and San Joaquin Hills Road to be
an improvement that will result in the Project not causing nor making worse an
unsatisfactory level of service at this intersection.
WHEREAS, the addition of a third eastbound left -turn lane as mitigation for
the intersection of MacArthur Boulevard and San Joaquin Hills Road is an
improvement included in the General Plan Circulation Element, and therefore a
feasible improvement under the Traffic Phasing Ordinance. The Development
Agreement requires this improvement to be made upon issuance of a certificate of
occupancy for the first building constructed pursuant to the Development
Agreement, but not later than 60 months after the effective date of the
Development Agreement. The traffic study determined based on sufficient data
and analysis that the Project under a worst -case scenario of full build -out by 2010,
when taken together with the circulation improvement, will not cause nor make
worse an unsatisfactory level of traffic service at MacArthur Boulevard and San
Joaquin Hills Road.
WHEREAS, the Planning Commission held a public hearing on August 7,
2008, in the City Hall Council Chambers, 3300 Newport Boulevard, Newport
Beach, California, at which time the Planning Commission considered the traffic
study. A notice of time, place, and purpose of the meeting was duly given in
accordance with the Municipal Code. Evidence, both written and oral, was
presented to and considered by the Planning Commission at this meeting,
including the evidence and arguments submitted by the City staff, The Irvine
Company, and all interested parties.
WHEREAS, the Planning Commission considered the foregoing
improvement and determined that, consistent with Municipal Code section
15.40.030(B)(1)(b), the Project including the construction of a third eastbound left-
turn lane to the intersection of MacArthur Boulevard and San Joaquin Hills Road,
as required in the Development Agreement, will neither cause nor make worse an
unsatisfactory level of service at an impacted primary intersection.
NOW, THEREFORE, based on the weight of the evidence in the
administrative record, including the traffic study, the Planning Commission finds
that:
1. Construction of the Project will be completed within sixty (60) months of
Traffic Phasing Ordinance approval, and may be considered under
Municipal Code section 15.40.030(B)(1).
2. A traffic study for the Project has been prepared in compliance with
Chapter 15.40 and Appendix A.
3. Based on the weight of the evidence in the administrative record,
including the traffic study and the Development Agreement, the finding
for Traffic Phasing Ordinance approval in section 15.40.030(B)(1)(b) can
be made with respect to the Project including improvement to the
intersection of MacArthur Boulevard and San Joaquin Hills Road.
2
NOW, THEREFORE, BE IT RESOLVED that the Planning Commission
approves the Project, finding, based on the weight of the evidence in the
administrative record, including Traffic Study No. TS2008 -001 and the
Development Agreement, that the Project complies with the Traffic Phasing
Ordinance; and authorizes all other activities pursuant to the Traffic Phasing
Ordinance.
BE IT FURTHER RESOLVED that this Traffic Phasing Ordinance approval
shall expire sixty (60) months from the date of this approval.
PASSED AND ADOPTED on the 7th day of August, 2008, by the following
vote, to wit:
i
i I I Yv ..1.
AYES: Eaton, Unsworth, Hawkins, Peotter,
3
McDaniel, Toerge and Hillgren
NOES: None
ABSENT: None
City of Newport Beach
NORTH NEWPORT CENTER
PLANNED COMMUNITY
TRAFFIC PHASING
ORDINANCE
Traffic Study
July 2008
rriEr
_L_ AUSTIN FOUST ASSOCIATES INC.
PA2008 -126 for TD2008 -001
600 Newport Center Drive
DATE OF MEETING: -
FINAL
City of Newport Beach
NORTH NEWPORT CENTER PLANNED COMMUNITY
TRAFFIC PHASING ORDINANCE TRAFFIC STUDY
Prepared by:
Austin -Foust Associates, Inc.
2223 Wellington Avenue, Suite 300
Santa Ana, California 92701 -3161
(714) 667 -0496
July 31, 2008
NORTH NEWPORT CENTER PLANNED COMMUNITY
TRAFFIC PHASING ORDINANCE TRAFFIC STUDY
As pall of the proposed North Newport Center Project, The Irvine Company and City have
72,000 square feet (sf) reserved space set -aside for the future City Hall in Block 500. City Hall is no
longer planned at this location. As a result, additional general office space can be provided in Block 500
as a replacement for City Hall. The 108 PM peak hour trips originally dedicated to a 72,000 sf City Hall
are available to support 96,428 sf of general office on the basis of trip equivalency. This Traffic Phasing
Ordinance (TPO) examines the impact of this exchange.
ANALYSIS
A Traffic Phasing Ordinance (TPO) traffic study was conducted for the proposed project. A total
of 40 intersections within the City including five intersections on Newport Center Drive (the interior ring
road around Fashion Island) were examined using the City's required TPO procedure. This procedure
includes both a one percent test and, where necessary, an intersection capacity utilization (ICU) analysis.
Consistent with the City's TPO analysis guidelines, the project is analyzed under short-range
conditions (existing volumes plus a regional growth factor and approved projects) without and with
cumulative projects (i.e., projects reasonably expected to be complete within one year after project
completion which are located within the City of Newport Beach or its sphere of influence).
Trip Generation Distribution and Analysis
The applicable trip rates and incremental trip generation for the proposed project is presented in
Table 1. The proposed project is forecast to generate a net increase over existing of 104 trips in the AM
peak hour, 108 trips in the PM peak hour, and 682 trips daily.
A trip assignment was prepared for the proposed office project, shown in Figure A -1 in the
Appendix, as follows:
1. North on MacArthur Boulevard 40 percent
2. North on Jamboree Road 25 percent
3. West on Coast Highway 15 percent
4. East on Coast Highway 10 percent
5. East on San Joaquin Hills /San Miguel 5 percent
6. Internal capture 5 percent
North Newport Center Planned Community I Austin -Foust Associates, Inc.
Traffic Phasing Ordinance Traffic Study 0170831po.doc
Table 1
TRIP GENERATION SUMMARY
Land Use
Amount
AM Peak Hour
PM Peak Hour
ADT
In Out Total
In Out Total
TRIP RATES ITE
Office (Regression E )* TSF
0.95 0.13 1.08 0.19
0.93 LE
7.07
TRIP GENERATION
Block 500 - Office
96.43 TSF
92
12
104
18
90
108
682
NET INCREASE
92
12
104
18
90
108
682
* Office trip rate from "North Newport Center Traffic Phasing Ordinance Traffic Study," Austin -Foust
Associates, Inc., November 1-007.
North Newport Center Planned Community 2 Austin -Foust Associates, Inc.
Traffic Phasing Ordinance l'raffic Study 017083tpo.doe
One Percent Analysis
The results of the TPO One Percent Analysis are listed in Table 2. This analysis identifies the
intersections where the project adds one percent or more to the background peak hour volume, in which
case a more rigorous capacity analysis is performed. Opening year for the project is assumed to be 2009;
therefore, the project year for this analysis is 2010. Examination of Table 2 reveals that 22 study
intersections showed increases of one percent or greater of existing -plus- approved volumes during the
AM or PM peak hour. As a result, further analysis is required and a peak hour ICU analysis was
conducted for the 22 locations.
ICU Analysis
1 he results of the ICU analysis are presented in Table 3. A significant project impact is defined
as an increase of .01 or more in the ICU value at an intersection that reaches LOS "E" or "F ".
Examination of the results shows that the project causes a significant impact at one location under
existing - plus - growth -plus- approved - plus - cumulative conditions. The impacted location of MacArthur
Boulevard and San Joaquin Hills Road is shown below with its respective with - project ICU value:
Intersection
AM
Project
Increment
PM
Project
Increment
19. MacArthur Boulevard and San Joaqui n Hills Road
.72
1 .002
1 .93
1 .011
CONCLUSION
In summary, it is concluded that the project causes one study area location to fail the ICU criteria.
This intersection, McArthur Boulevard at San Joaquin Hills Road, will experience an unacceptable 0.011
increase in its ICU from 0.914 to 0.925 during the PM peak period. The addition of a third eastbound
left -turn lane is recommended as mitigation. Such an improvement will more than offset the project's
impact by improving the ICU from a would -be 0.93 to 0.85. The intersection will operate at LOS "D"
with the recommended improvement. This improvement is consistent with the General Plan.
The intersections along the Newport Center Drive ring road currently operate at LOS "A" during
the AM and PM peak hours. With the addition of project traffic, these intersections will continue to
operate at LOS "A ".
North Newport Center Planned Community 3 Austin -Foust Associates, Inc.
T ralic Phasing Ordinance I raffle Study 0170831po.doe
Table 2
SUMMARY OF ONE PERCENT ANALYSIS
Intersection
AM Peak Hour
Project Volumes
Less Than 1% of
Peak Hour Volumes
NB
SB
EB
WB
w/o Cumulative
I. MacArthur & Campus
1
9
0
0
Yes
2. MacArthur & Birch
1
9
0
0
Yes
3. MacArthur & Von Karman
1
9
0
0
No
4. Jamboree & Campus
1
9
0
0
Yes
5. Jamboree & Birch
1
9
0
0
Yes
6. MacArthur & Jamboree
1
9
1
9
No
7. Ba view & Bristol South (EB)
0
0
14
0
Yes
8. Jamboree & Bristol North (WB)
3
9
0
0
Yes
9. Jamboree & Bristol South (EB)
1
9
14
0
No
10. Jamboree & Ba view
3
23
0
0
No
11. Jamboree & Eastbluff /Universi
3
23
0
0
No
12. Jamboree & Bison
3
23
0
0
No
13. Jamboree & Eastbluff /Ford
3
23
0
0
No
14. Jamboree & San Joaquin Hills
0
23
0
3
No
15. Jamboree & Santa Barbara
5
0
0
1
Yes
I6. Jamboree & Coast Highway
0
1
14
1
Yes
17. MacArthur & Bison
5
28
0
9
No
8. MacArthur & Ford /Bonita Canyon
5
37
0
0
No
19. MacArthur & San Joaquin Hills
0
37
5
0
No
20. MacArthur & San Miguel
5
0
2
5
No
21. MacArthur & Coast Highwav
0
1
1
10
Yes
22. Santa Cruz & San Joaquin Hills
0
0
23
3
No
23. Santa Rosa & San Joaquin Hills
3
0
23
0
No
24. San Miguel & San Joaquin Hills
1
5
0
0
No
25. Avocado & San Miguel
9
2
0
9
No
26. Balboa/Superior & Coast Highway
0
0
5
1
Yes
27. Newport & Coast Highway
0
5
5
1
Yes
28. Riverside & Coast Highway
0
0
9
1
Yes
29. Tustin & Coast Highway
0
0
9
1
Yes
30. Dover /Ba shore & Coast Highway
0
5
9
2
Yes
31. Bayside & Coast Highway
0
0
14
2
Yes
32. Newport Center & Coast Highway
0
1
10
1
Yes
33. Avocado & Coast Highway
0
2
5
5
No
34. Goldenrod & Coast Highway
0
0
1
9
Yes
35. Marguerite & Coast Highway
0
0
1
9
Yes
36. Newport Center & Santa Barbara
0
1
5
0
No
37, Santa Cruz & Newport Center
0
0
5
1
No
38. Newport Center & Santa Rosa
1
5
5
1
No
39. Newport Center & San Miguel
0
0
1
5
No
40. Fashion Island & Newport Center
5
0
0
1
No
Cont.
North Newport Center Planned Community 4 Austin -Foust Associates, Inc.
Traffic Phasing Ordinance Traffic Study 017083tpo.doc
Table 2 (Cont,)
SUMMARY OF ONE PERCENT ANALYSIS
j
Intersection
PM Peak Hour
Project Volumes
Less Than 1% of
Peak Hour Volumes
NB
SB
EB
WB
w/o Cumulative
1. MacArthur &Campus
9
2
0
0
Yes
2. MacArthur& Birch
9
2
0
0
Yes
3. MacArthur & Von Karman
9
2
0
0
Yes
4. Jamboree & Cam us
9
2
0
0
Yes
5. Jamboree & Birch
9
2
0
0
Yes
6, MacArthur & Jamboree
9
2
9
2 1
No
7. Ba view & Bristol South (EB)
0
0
3
0
Yes
8. Jamboree & Bristol North (WB)
23
2
0
0
Yes
9. Jamboree & Bristol South (EB )
9
2
3
0
Yes
10, Jamboree & Ba view
22
4
0
0
No
11, Jamboree & Eastbluff/University
22
4
0
0
No
12. Jamboree & Bison
22
4
0
0
No
13. Jamboree & Eastbluff /Ford
22
4
0
0
Yes
14. Jamboree & San Joaquin Hills
0
4
0
22
No
15, Jamboree & Santa Barbara
1
0
0
5
Yes
16. Jamboree & Coast Highway
0
5
3
9
Yes
17. MacArthur & Bison
36
5
0
2
No
I& MacArthur & Ford /Bonita Canyon
36
7
0
0
No
19. MacArthur & San Joaquin Hills
0
7
36
0
No
20. MacArthur & San Miguel
1
0
10
1
Yes
21. MacArthur & Coast Highway
0
5
5
2
Yes
22. Santa Cruz & San Joaquin Hills
0
0
4
22
No
23. Santa Rosa & San Joaquin Hills
22
0
4
0
No
24, San Miguel & San Joaquin Hills
5
1
0
0
Yes
25. Avocado & San Miguel
2
18
0
2
No
26. Balboa/Superior & Coast Highway
0
0
1
5
Yes
27. Newport & Coast Highway
0
1
1
5
Yes
28. Riverside &Coast Highway
0
0
2
9
Yes
29. Tustin & Coast Highway
0
0
2
9
Yes
30. Dover /Ba shore & Coast Highway
0
1
2
14
Yes
31. Bayside & Coast Highway
0
0
3
14
Yes
32. Newport Center & Coast Highway
0
5
2
5
Yes
33. Avocado & Coast Highway
0
l0
1
1
No
34. Goldenrod & Coast Highway
0
0
9
2
Yes
35. Marguerite & Coast Highway
0
0
9
2
Yes
36. Newport Center & Santa Barbara
0
5
1
0
No
37. Santa Cruz & New ort Center
0
0
1
5
No
38. Newport Center & Santa Rosa
5
1
1
5
No
39. Newport Center & San Miguel
0
0
5
1
No
40. Fashion Island & Newport Center
1
0
0
5
No
North Ne,poa Center Planned Community 5 Austin -Foust Associates, Inc.
Traffic Phasing Ordinance Traffic Study 017083tpo.doc
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APPENDIX A
North Newport Center Planned Community A -1 Austin -Foust Associates, Inc.
Traffic Phasing Ordinance Traffic Study 017083tpo.doc
Table A -1
APPROVED AND CUMULATIVE PROJECTS SUMMARY
Approved Projects
Fashion Island Expansion
Hoag Health Center
Tem lebat Yahm Expansion
Birch Medical Office Complex
Ford Redevelopment
Newport Executive Court
CIOSA — Irvine Project
St. Mark Presbyterian Church
Newport Dunes
North Newport Center
1401 Dove Street
Corporate Plaza West
1901 Westcliff Surgical Center
Mariner's Mile Gateway
Hoag Hospital Phase I II
Land Rover NB Service Center
Santa Barbara Condo
OL A Church Expansion
2300 Newport Boulevard
Cumulative Projects
Mariners Church
I Newport Ridge
Exodus Community Center and Tarbut V'Torah Expansion
I Newport Coast
North Newport Center Planned Community A -2 - Austin -Foust Associates, Inc.
Traffic Phasing Ordinance Traffic Study 017083tpo.doc
Figure A -1
PROJECT DISTRIBUTION • OFFICE
North Newport Center Planncd Community A-3 Austin -Foust Associates, Inc.
Traffic Phasing Ordinance Traffic Study 017083tpoFigA -I.dwg
1% Traffic Volume Analysis
Southbound
1478 59 47 0 1584
Intersection: 1. MacArthur & Campus
9
Eastbound
1323 0 10 0 1333
13
0
Existing Traffic Volumes Based on Average WnterfSpring
2006
4
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Peak 1 Hour Approved Cumulative
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Existing
Regional Projects Projects
Projected
I% of Projected
Project
Approach
Peak i Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
Eastbound
993 0 5 0 998
10
0
Westbound
1367 0 3 0 1370
14
0
AM PEAK PERIOD
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Northbound
1000
40 22 0
1062
11
1
Southbound
1478 59 47 0 1584
16
9
Eastbound
1323 0 10 0 1333
13
0
Westbound
368 0 2 0 370
4
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1361 54 54 0 1469
15
9
Southbound
1905 76 28 0 2009
20
2
Eastbound
993 0 5 0 998
10
0
Westbound
1367 0 3 0 1370
14
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume,
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -4
1% Traffic Volume Analysis
Westbound
232 0 13 0 245
Intersection: 2. MacArthur & Birch
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Existing Traffic Volumes Based on Average Winter /Spring
2007
Intersection Capacity Utilization (ICU) Analysis is required.
Peak 1 Hour Approved Cumulative
PM PEAK PERIOD
Existing
Regional Projects Projects
Projected
1% of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume.
AM PEAK PERIOD
Intersection Capacity Utilization (ICU) Analysis is required.
Northbound
1892
57 14 0
1963
20
1
Southbound
1094
33 47 0
1174
12
9
Eastbound
554
0 14 0
568
6
0
Westbound
232 0 13 0 245
2
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1318 40 26 0 1384
14
9
Southbound
2306 69 26 0 2401
24
2
Eastbound
525 0 48 0 573
6
0
Westbound
937 0 8 0 945
9
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -5
1% Traffic Volume Analysis
PROJECT: North Newport Center Planned Community TPO
A•6
FULL OCCUPANCY YEAR: 2010
Intersection: 3. MacArthur & Von Kerman
Existing Traffic Volumes Based on Average Winter /Spring 2006
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1% of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
1903 76 14 0 1993
20
1
Southbound
627 25 25 0 677
7
9
Eastbound
155 0 0 0 155
2
0
Westbound
302 0 0 0 302
3
0
Project AM Traffic is estimated to be less than i% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1014 41 25 0 1080
11
9
Southbound
1097 44 12 0 1153
12
2
Eastbound
640 0 0 0 640
6
0
Westbound
899 0 0 0 899
9
0
Project PM Traffic Is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO
A•6
FULL OCCUPANCY YEAR: 2010
1 %Traffic Volume Analysis
A -7
Intersection: 4. Jamboree & Campus
Existing Traffic Volumes Based on Average WinterfSpring 2006
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1% of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
1520 61 25 0 1606
16
1
Southbound
2134 85 54 0 2273
23
9
Eastbound
290 0 4 0 294
3
0
Westbound
845 0 1 0 846
8
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
2025 81 47 0 2153
22
9
Southbound
2413 97 35 0 2545
25
2
Eastbound
1086 0 2 0 1088
11
0
Westbound
769 0 1 0 770
8
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume,
Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -7
1% Traffic Volume Analysis
Southbound
2051 82 61 0 2194
Intersection: 5. Jamboree & Birch
9
Eastbound
194 0 0 0 194
2
0
Existing Traffic Volumes Based on Average Winter/Spring
2006
0
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Peak i Hour Approved Cumulative
Project AM Traffic is estimated to be I % or greater of Projected AM Peak 1 Hour Traffic Volume.
Existing
Regional Projects Projects
Projected
1% of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
Eastbound
509 0 1 0 510
5
0
Westbound
14 0 0 0 14
0
0
AM PEAK PERIOD
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Northbound
1648
66 28 0
1742
17
1
Southbound
2051 82 61 0 2194
22
9
Eastbound
194 0 0 0 194
2
0
Westbound
7 0 0 0 7
0
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be I % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1844 74 54 0 1972
20
9
Southbound
2346 94 34 0 2474
25
2
Eastbound
509 0 1 0 510
5
0
Westbound
14 0 0 0 14
0
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -8
1% Traffic Volume Analysis
A -9
Intersection: 6. MacArthur & Jamboree
Existing Traffic Volumes Based on Average Winter/Spring 2007
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
1648 49 18 0 1715
17
1
Southbound
2051 62 36 0 2149
21
9
Eastbound
194 6 41 0 241
2
1
Westbound
7 0 74 0 81
1
9
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1844 55 25 0 1924
19
9
Southbound
2346 70 33 0 2449
24
2
Eastbound
509 15 74 0 598
6
9
Westbound
14 0 42 0 56
1
2
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 %or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -9
1% Traffic Volume Analysis
Southbound
0 0 0 0 0
Intersection: 7. Bayview 8 Bristol South (EB)
0
Eastbound
3107 0 25 0 3133
31
14
Existing Traffic Volumes Based on Average Winter/Spring
2007
0
0
Northbound
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
641 0 0 0 641
Peak 1 Hour Approved Cumulative
0
Southbound
0 0 0 0 0
0
Existing
Regional Projects Projects
Projected
1 %of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
AM PEAK PERIOD
Northbound
480
0 0 0
480
5
0
Southbound
0 0 0 0 0
0
0
Eastbound
3107 0 25 0 3133
31
14
Westbound
0 0 0 0 0
0
0
Northbound
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
641 0 0 0 641
6
0
Southbound
0 0 0 0 0
0
0
Eastbound
3057 0 14 0 3071
31
3
Westbound
0 0 0 0 0
0
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -10
1% Traffic Volume Analysis
Northbound
Intersection: 8. Jamboree & Bristol North (WB)
36
3
Southbound
Existing Traffic Volumes Based on Average WintertSpring
2006
9
Eastbound
Peak 1 Hour Approved Cumulative
0
0
Existing
Regional Projects Projects
Projected
1% of Projected Project
Approach Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour Peak 1 Hour
Direction Volume
Volume Volume Volume
Volume
Volume Volume
Northbound
AM PEAK PERIOD
3370 135 95 0 3600
36
3
Southbound
1050 42 76 0 1168
12
9
Eastbound
0 0 0 0 0
0
0
Westbound
0 0 0 0 0
0
0
Northbound
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
2849 114 138 0 3101
31
23
Southbound
1971 79 59 0 2109
21
2
Eastbound
0 0 0 0 0
0
0
Westbound
0 0 0 0 0
0
0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -11
1% Traffic Volume Analysis
A -12
Intersection: 9. Jamboree & Bristol South (EB)
Existing Traffic Volumes Based on Average WinterfSpring 2006
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1% of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
2187 87 115 0 2389
24
1
Southbound
675 27 63 0 765
8
9
Eastbound
2831 0 114 0 2945
29
14
Westbound
0 0 0 0 0
0
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1955 78 146 0 2182
22
9
Southbound
1241 50 50 0 1341
13
2
Eastbound
3273 0 164 0 3437
34
3
Westbound
0 0 0 0 0
0
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -12
1% Traffic Volume Analysis
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -13
Intersection: 10. Jamboree & Bayview
Existing Traffic Volumes Based on Average WnterfSpring
2007
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects
Projected
1% of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume
Volume
Volume
Volume
AM PEAK PERIOD
Northbound
1935 58 24 0
2017
20
3
Southbound
2006 60 42 0
2108
21
23
Eastbound
88 0 0 0
88
1
0
Westbound
100 0 0 0
100
1
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour
Traffic Volume.
Project AM Traffic is estimated to be 1% orgreater of Projected AM Peak 1 Hour
Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1758 53 46 0
1857
19
22
Southbound
2383 71 20 0
2474
25
4
Eastbound
399 0 0 0
399
4
0
Westbound
170 0 0 0
170
2
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -13
1% Traffic Volume Analysis
A -14
Intersection: 11. Jamboree & EaslbluRlUniversity
Existing Traffic Volumes Based on Average Winter/Spring 2007
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
1718 52 92 0 1862
19
3
Southbound
1669 50 152 0 1871
19
23
Eastbound
534 0 1 0 535
5
0
Westbound
618 0 5 0 623
6
0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1678 50 161 0 1889
19
22
Southbound
2477 74 122 0 2673
27
4
Eastbound
351 0 0 0 351
4
0
Westbound
438 0 11 0 449
4
0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -14
1% Traffic Volume Analysis
A -IS
Intersection: 12. Jamboree & Bison
Existing Traffic Volumes Based on Average Winter/Spring 2007
Peak l Hour Approved Cumulative
Existing Regional Projects Projects Projected
1% of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
1547 46 92 0 1685
17
3
Southbound
1993 60 146 0 2199
22
23
Eastbound
187 0 0 0 187
2
0
Westbound
319 0 2 0 321
3
0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1807 54 155 0 2016
20
22
Southbound
2302 69 124 0 2495
25
4
Eastbound
102 0 1 0 103
1
0
Westbound
464 0 a 0 472
5
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Protect PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is requlred.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -IS
1% Traffic Volume Analysis
Southbound
1769 53 148 0 1970
Intersection: 13. Jamboree & Easlbluff /Ford
23
Eastbound
742 0 7 0 749
7
0
Existing Traffic Volumes Based on Average Winter/Spring
2007
5
0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.
Peak 1 Hour Approved Cumulative
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Existing
Regional Projects Projects
Projected
1%of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
Eastbound
533 0 2 0 535
5
0
Westbound
373 0 6 0 379
4
0
AM PEAK PERIOD
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
Northbound
1762
53 107 0
1922
19
3
Southbound
1769 53 148 0 1970
20
23
Eastbound
742 0 7 0 749
7
0
Westbound
522 0 10 0 532
5
0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERLQD
Northbound
2355 71 169 0 2595
26
22
Southbound
2225 67 123 0 2415
24
4
Eastbound
533 0 2 0 535
5
0
Westbound
373 0 6 0 379
4
0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT North Newport Center Planned Community TPO
A•16
FULL OCCUPANCY YEAR: 2010
1% Traffic Volume Analysis
A -17
Intersection: 14. Jamboree & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter /Spring 2007
Peak1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
•Northbound
1313 39 76 0 1428
14
0
Southbound
1929 58 163 0 2150
22
23
Eastbound
350 0 0 0 350
4
0
Westbound
182 0 46 0 228
2
3
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1800 54 108 0 1962
20
0
Southbound
2415 72 136 0 2623
26
4
Eastbound
253 0 5 0 258
3
0
Westbound
295 0 83 0 378
4
22
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -17
1% Traffic Volume Analysis
A-18
Intersection: 15. Jamboree & Santa Barbara
Existing Traffic Volumes Based on Average Winter/Spring 2007
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak l Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
1554 47 57 0 1658
17
5
Southbound
1392 42 127 0 1561
16
0
Eastbound
73 0 6 0 79
1
0
Westbound
146 0 37 0 183
2
1
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1246 37 101 0 1384
14
1
Southbound
2100 63 98 0 2261
23
0
Eastbound
38 0 3 0 41
0
0
Westbound
974 0 25 0 999
10
5
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume,
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A-18
1% Traffic Volume Analysis
Eastbound
3049 91 111 0 3251
Intersection: 16. Jamboree & Coast Hwy
14
Westbound
1252 38 45 0 1335
13
1
Existing Traffic Volumes Based on Average WnlerlSpring
2007
Project AM Traffic Is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Peak 1 Hour Approved Cumulative
Intersection Capacity Utilization (ICU) Analysis is required.
Existing
Regional Projects Projects
Projected
1% of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
Westbound
2323 70 86 0 2479
25
9
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
AM PEAK PERIOD
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Northbound
488
15 1 0
504
5
0
Southbound
1101
33 123 0
1257
13
1
Eastbound
3049 91 111 0 3251
33
14
Westbound
1252 38 45 0 1335
13
1
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic Is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
398 12 3 0 413
4
0
Southbound
2060 62 90 0 2212
22
5
Eastbound
2438 73 133 0 2644
26
3
Westbound
2323 70 86 0 2479
25
9
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -19
Southbound
2357 71 53 0 2481
1 %Traffic Volume Analysis
28
Eastbound
504 0 a 0 612
6
0
Intersection: 17. MacArthur & Bison
594 0 19 0 713
7
9
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.
Existing Traffic Volumes Based on Average Winter /Spring
2007
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Peak 1 Hour Approved Cumulative
Intersection Capacity Utilization (ICU) Analysis is required.
Existing
Regional Projects Projects
Projected
1 %of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
8
2
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
AM PEAK PERIQD
Intersection Capacity Utilization (ICU) Analysis is required.
Northbound
2817
85 28 0
2930
29
5
Southbound
2357 71 53 0 2481
25
28
Eastbound
504 0 a 0 612
6
0
Westbound
594 0 19 0 713
7
9
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
2829 85 84 0 2998
30
36
Southbound
3252 98 40 0 3390
34
5
Eastbound
597 0 8 0 605
6
0
Westbound
770 0 10 0 780
8
2
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -20
1% Traffic Volume Analysis
Southbound
Intersection: 18. MacArthur & Ford /Bonita Canyon
26
37
Eastbound
426 0 4 0 430
Existing Traffic Volumes Based on Average Winter /Spring
2007
Westbound
1775 0 6 0 1781
18
Peak 1 Hour Approved Cumulative
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Existing
Regional Projects Projects
Projected
1% of Projected
Project
Approach Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction Volume
Volume Volume Volume
Volume
Volume
Volume
31
36
Southbound
3151 95 39 0 3285
33
7
AM PEAK PERIOD
387 0 3 0 390
4
0
Northbound 2108
63 37 0
2208
22
5
Southbound
2465 74 69 0 2608
26
37
Eastbound
426 0 4 0 430
4
0
Westbound
1775 0 6 0 1781
18
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
2877 86 92 0 3055
31
36
Southbound
3151 95 39 0 3285
33
7
Eastbound
387 0 3 0 390
4
0
Westbound
992 0 11 0 1003
10
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -21
1% Traffic Volume Analysis
A -22
Intersection: 19. MacArthur & San Joaquin Hills
Existing Traffic Volumes Based on Average WnterrSpring 2007
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak i Hour
Peak i Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
1652 50 5 0 1707
17
0
Southbound
2520 76 91 0 2687
27
37
Eastbound
591 0 39 0 630
6
5
Westbound
750 0 3 0 753
8
0
Project AM Traffic Is estimated to be less than 1 % of Projected AM Peak i Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
2016 60 21 0 2097
21
0
Southbound
2628 79 47 0 2754
28
7
Eastbound
1062 0 92 0 1154
12
36
Westbound
878 0 3 0 881
9
0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be i % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -22
1% Traf0c Volume Analysis
A•23
Intersection: 20. MacArthur & San Miguel
Existing Traffic Volumes Based on Average Winter /Spring 2007
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1% of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAKP5,RLQD
Northbound
1883 56 3 0 1942
19
5
Southbound
1765 53 3 0 1821
18
0
Eastbound
190 0 12 0 202
2
2
Westbound
426 0 8 0 434
4
5
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
1376 41 7 0 1424
14
1
Southbound
2017 61 4 0 2082
21
0
Eastbound
1535 0 32 0 1567
16
10
Westbound
478 0 13 0 491
5
1
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR: 2010
A•23
1 % Traffic Volume Analysis
A -24
Intersection: 21. MacArthur & Coast Hwy
Existing Traffic Volumes Based on Average WnterfSpring 2007
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
0 0 0 0 0
0
0
Southbound
908 27 10 0 945
9
1
Eastbound
1842 55 13 0 1910
19
1
Westbound
1986 60 26 0 2072
21
10
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
0 0 0 0 0
0
0
Southbound
1832 55 3 0 1890
19
5
Eastbound
1864 56 24 0 1944
19
5
Westbound
1929 58 15 0 2002
20
2
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -24
1% Traffic Volume Analysis
Southbound
55 0 1 0 56
Intersection: 22. Santa Cruz & San Joaquin Hills
0
Eastbound
748 0 44 0 792
8
23
Existing Traffic Volumes Based on Average Winter /Spring
2007
5
3
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Peak 1 Hour Approved Cumulative
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Existing
Regional Projects Projects
Projected
1 %of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
Eastbound
578 0 26 0 604
6
4
Westbound
586 0 41 0 627
6
22
AM PEAK PERIOD
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Northbound
72
0 31 0
103
1
0
Southbound
55 0 1 0 56
1
0
Eastbound
748 0 44 0 792
8
23
Westbound
495 0 7 0 502
5
3
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
469 0 12 0 481
5
0
Southbound
72 0 1 0 73
1
0
Eastbound
578 0 26 0 604
6
4
Westbound
586 0 41 0 627
6
22
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -25
1% Traffic Volume Analysis
A -26
Intersection: 23. Santa Rosa & San Joaquin Hills
Existing Traffic Volumes Based on Average WnlerfSpring 2007
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
I% of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
108 0 42 0 150
2
3
Southbound
115 0 0 0 115
1
0
Eastbound
428 0 48 0 476
5
23
Westbound
1032 0 10 0 1042
10
0
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
567 0 75 0 642
6
22
Southbound
98 0 0 0 98
1
0
Eastbound
729 0 18 0 747
7
4
Westbound
580 0 34 0 614
6
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1°% or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -26
1% Traffic Volume Analysis
Southbound 485 0 7 0 492 5 5
Eastbound
729 0 1 0 730
Intersection: 24. San Miguel & San Joaquin Hills
0
Westbound
936 0 1 0 937
9
0
Existing Traffic Volumes Based on Average Winter /Sprang
2007
Project AM Traffic is estimated to be 1 Y or greater of Projected AM Peak 1 Hour Traffic Volume.
Peak 1 Hour Approved Cumulative
Intersection Capacity Utilization (ICU) Analysis is required.
Existing
Regional Projects Projects
Projected
1% of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
AM PEAK PERIOD
Northbound
322
0 0 0
322
3
1
Southbound 485 0 7 0 492 5 5
Eastbound
729 0 1 0 730
7
0
Westbound
936 0 1 0 937
9
0
Project AM Traffic Is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 Y or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
720 0 18 0 738
7
5
Southbound
423 0 6 0 429
4
1
Eastbound 959 0 0 0 959 10 0
Westbound 1115 0 6 0 1121 11 0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO
A -27
FULL OCCUPANCY YEAR: 2010
1% Traffic Volume Analysis
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound 891 0 8 0 899 9 2
Southbound 372 0 46 0 418 4 18
Eastbound 724 0 21 0 745 7 0
Westbound 742 0 16 0 758 8 2
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1°% or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -28
Intersection: 25. Avocado & San Miguel
Existing Traffic Volumes Based on Average WnterlSpring
2003
Peak 1 Hour Approved Cumulative
Existing
Regional Projects Projects
Projected
1% of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak l Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
AM PEAK PERIOD
Northbound
392
0 39 0
431
4
9
Southbound
118
0 6 0
124
1
2
Eastbound
208
0 8 0
216
2
0
Westbound
1089
0 8 0
1097
11
9
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound 891 0 8 0 899 9 2
Southbound 372 0 46 0 418 4 18
Eastbound 724 0 21 0 745 7 0
Westbound 742 0 16 0 758 8 2
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1°% or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -28
1 % Traffic Volume Analysis
PROJECT: North Newport Center Planned Community TPO
A -29
FULL OCCUPANCY YEAR: 2010
Intersection: 26. Balboa /Superior 8 Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1% of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
618 0 13 0 631
6
0
Southbound
479 0 30 0 509
5
0
Eastbound
3468 139 97 0 3704
37
5
Westbound
849 34 42 0 925
9
1
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
535 0 17 0 552
6
0
Southbound
1138 0 137 0 1275
13
0
Eastbound
1649 66 102 0 1817
18
1
Westbound
2446 98 67 0 2611
26
5
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO
A -29
FULL OCCUPANCY YEAR: 2010
1% Traffic Volume Analysis
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound 0 0 0 0 0 0 0
Southbound 1087 33 105 0 1225 12 1
Eastbound 1534 46 83 0 1663 17 1
Westbound 2411 72 26 0 2509 25 5
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -30
Intersection: 27. Newport & Coast Hwy
Existing Traffic Volumes Based on Average WintedSpdng
2007
Peak 1 Hour Approved Cumulative
Existing
Regional Projects Projects
Projected
1 %of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
AM PEAK PERIOD
Northbound
0
0 0 0
0
0
0
Southbound
653
20 61 0
734
7
5
Eastbound
2562
77 16 0
2655
27
5
Westbound
1098
33 42 0
1173
12
1
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound 0 0 0 0 0 0 0
Southbound 1087 33 105 0 1225 12 1
Eastbound 1534 46 83 0 1663 17 1
Westbound 2411 72 26 0 2509 25 5
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -30
1% Traffic Volume Analysis
Eastbound
2392 96 116 0 2604
Intersection: 28. Riverside & Coast Hwy
9
Westbound
1309 52 112 0 1473
15
1
Existing Traffic Volumes Based on Average Winter /Spring
2006
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Peak 1 Hour Approved Cumulative
Intersection Capacity Utilization (ICU) Analysis is required.
Existing
Regional Projects Projects
Projected
1 %of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
Westbound
2523 101 171 0 2795
28
9
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
AM PEAK PERIOD
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume,
Northbound
8
0 0 0
8
0
0
Southbound
401
0 2 0
403
4
0
Eastbound
2392 96 116 0 2604
26
9
Westbound
1309 52 112 0 1473
15
1
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
47 0 0 0 47
0
0
Southbound
524 0 2 0 526
5
0
Eastbound
1817 73 181 0 2071
21
2
Westbound
2523 101 171 0 2795
28
9
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume,
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO
A -31
FULL OCCUPANCY YEAR: 2010
1% Traffic Volume Analysis
A -32
Intersection: 29. Tustin & Coast Hwy
Existing Traffic Volumes Based on Average Winter /Spring 2006
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1% of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
0 0 0 0 0
0
0
Southbound
52 0 0 0 52
1
0
Eastbound
2268 91 121 0 2480
25
9
Westbound
1276 51 112 0 1439
14
1
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERLQD
Northbound
7 0 0 0 7
0
0
Southbound
85 0 0 0 85
1
0
Eastbound
1587 63 184 0 1834
18
2
Westbound
2509 100 172 0 2781
28
9
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -32
1% Traffic Volume Analysis
Eastbound
2421 73 116 0 2610
Intersection: 30. Dover /Bayshore & Coast Hwy
9
Westbound
1720 52 121 0 1893
19
2
Existing Traffic Volumes Based on Average Winter /Spring
2007
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Peak 1 Hour Approved Cumulative
Intersection Capacity Utilization (ICU) Analysis is required.
Existing
Regional Projects Projects
Projected
I% of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
Westbound
3341 100 167 0 3608
36
14
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
AM PEAK PERIOD
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Northbound
74
0 0 0
74
1
0
Southbound
976
0 29 0
1005
10
5
Eastbound
2421 73 116 0 2610
26
9
Westbound
1720 52 121 0 1893
19
2
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
119 0 0 0 119
1
0
Southbound
1310 0 40 0 1350
14
1
Eastbound
1630 49 210 0 1889
19
2
Westbound
3341 100 167 0 3608
36
14
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -33
1% Traffic Volume Analysis
A -34
Intersection: 31. Bayside & Coast Hwy
Existing Traffic Volumes Based on Average Winter /Spring 2006
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak i Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
446 0 4 0 450
5
0
Southbound
46 0 62 0 108
1
0
Eastbound
3170 127 95 0 3392
34
14
Westbound
1483 59 64 0 1606
16
2
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic Is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
523 0 5 0 528
5
0
Southbound
68 0 100 0 168
2
0
Eastbound
2419 97 101 0 2617
26
3
Westbound
3129 125 84 0 3338
33
14
Project PM Traffic is estimated to be less than 1 %of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -34
1% Traffic Volume Analysis
A -35
Intersection: 32, Newport Center & Coast Hwy
Existing Traffic Volumes Based on Average Winter /Spring 2007
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
0 0 0 0 0
0
0
Southbound
128 0 22 0 150
2
1
Eastbound
1905 57 34 0 1996
20
10
Westbound
1447 43 21 0 1511
15
1
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
0 0 0 0 0
0
0
Southbound
680 0 37 0 717
7
5
Eastbound
1874 56 31 0 1961
20
2
Westbound
2041 61 40 0 2142
21
5
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -35
1% Traffic Volume Analysis
A -36
Intersection: 33. Avocado & Coast Hwy
Existing Traffic Volumes Based on Average Winter /Spring 2006
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
305 0 0 0 305
3
0
Southbound
143 0 6 0 149
1
2
Eastbound
1480 59 34 0 1573
16
5
Westbound
1398 56 33 0 1487
15
5
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be i % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
362 0 0 0 362
4
0
Southbound
705 0 39 0 744
7
10
Eastbound
1684 67 19 0 1770
18
1
Westbound
1603 64 15 0 1682
17
1
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -36
1% Traffic Volume Analysis
Southbound
59 0 1 0 60
Intersection: 34. Goldenrod & Coast Hwy
0
Eastbound
1187 47 17 0 1251
13
1
Existing Traffic Volumes Based on Average Winter /Spring
2006
21
9
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Peak 1 Hour Approved Cumulative
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Existing
Regional Projects Projects
Projected
1 %of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
Eastbound
1782 71 22 0 1875
19
9
Westbound
1742 70 9 0 1821
18
2
AM PEAK PERIOD
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
Northbound
133
0 0 0
133
1
0
Southbound
59 0 1 0 60
1
0
Eastbound
1187 47 17 0 1251
13
1
Westbound
1990 80 25 0 2095
21
9
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
135 0 0 0 135
1
0
Southbound
75 0 0 0 75
1
0
Eastbound
1782 71 22 0 1875
19
9
Westbound
1742 70 9 0 1821
18
2
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -37
1% Traffic Volume Analysis
A -38
Intersection: 35. Marguerite & Coast Hwy
Existing Traffic Volumes Based on Average Winter /Spring 2006
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
249 0 0 0 249
2
0
Southbound
243 0 0 0 243
2
0
Eastbound
1233 49 16 0 1298
13
1
Westbound
1821 73 25 0 1919
19
9
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume,
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
241 0 0 0 241
2
0
Southbound
254 0 0 0 254
3
0
Eastbound
1799 72 22 0 1893
19
9
Westbound
1460 58 9 0 1527
15
2
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR: 2010
A -38
1% Traffic Volume Analysis
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -39
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Intersection: 36. Newport Center & Santa Barbara
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Existing Traffic Volumes Based on Average Winter /Spring
2007
PM PEAK PERIOD
Peak 1 Hour Approved Cumulative
Northbound
291 0 7 0 298
3
Existing
Regional Projects Projects
Projected
1°/ of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
AM PEAK PERIOD
Northbound
223
0 2 0
225
2
0
Southbound
126
0 1 0
127
1
1
Eastbound
227
0 14 0
241
2
5
Westbound
13
0 2 0
15
0
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -39
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
291 0 7 0 298
3
0
Southbound
289 0 3 0 292
3
5
Eastbound
267 0 16 0 283
3
1
Westbound
91 0 9 0 100
1
0
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010
A -39
1% Traffic Volume Analysis
Eastbound 117 0 0 0 117 1 5
Westbound 181 0 0 0 181 2 1
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
274 0 7 0 281
Intersection: 37. Santa Cruz & Newport Center
0
Southbound
255 0 7 0 262
3
0
Existing Traffic Volumes Based on Average Winter /Spring
2007
2
1
Westbound
299 0 0 0 299
Peak 1 Hour Approved Cumulative
5
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Existing
Regional Projects Projects
Projected
1% of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
AM PEAK PERIOD
Northbound
69
0 1 0
70
1
0
Southbound
166
0 2 0
168
2
0
Eastbound 117 0 0 0 117 1 5
Westbound 181 0 0 0 181 2 1
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
274 0 7 0 281
3
0
Southbound
255 0 7 0 262
3
0
Eastbound
235 0 0 0 235
2
1
Westbound
299 0 0 0 299
3
5
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT. North Newport Center Planned Community TPO
A -40
FULL OCCUPANCY YEAR: 2010
1 % Traffic Volume Analysis
A -41
Intersection: 38. Newport Center & Santa Rosa
Existing Traffic Volumes Based on Average Winter /Spring 2003
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERIOD
Northbound
122 0 5 0 127
1
1
Southbound
313 0 24 0 337
3
5
Eastbound
85 0 0 0 85
1
5
Westbound
274 0 0 0 274
3
1
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic Is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOA
Northbound
278 0 21 0 299
3
5
Southbound
392 0 12 0 404
4
1
Eastbound
214 0 0 0 214
2
1
Westbound
298 0 0 0 298
3
5
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
North Newport Center Planned Community TPO
FULL OCCUPANCY YEAR:
2010
A -41
I% Traffic Volume Analysis
PROJECT: North Newport Center Planned Community TPO
A -42
FULL OCCUPANCY YEAR! 2010
Intersection: 39. Newport Center & San Miguel
Existing Traffic Volumes Based on Average Winter /Spring 2007
Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 %of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume
AM PEAK PERLOG
Northbound
322 0 2 0 324
3
0
Southbound
130 0 14 0 144
1
0
Eastbound
69 0 2 0 71
1
1
Westbound
377 0 3 0 380
4
5
Project AM Traffic Is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound
376 0 8 0 384
4
0
Southbound
388 0 0 0 388
4
0
Eastbound
390 0 13 0 403
4
5
Westbound
685 0 11 0 696
7
1
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO
A -42
FULL OCCUPANCY YEAR! 2010
1% Traffic Volume Analysis
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound 431 0 7 0 438 4 1
Southbound 156 0 7 0 163 2 0
Eastbound 342 0 0 0 342 3 0
Westbound 511 0 0 0 511 5 5
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume,
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO
A -43
FULL OCCUPANCY YEAR: 2010
Intersection: 40. Newport Center /Fashion Island & Newport Center
Existing Traffic Volumes Based on Average Winter/Spring
2007
Peak 1 Hour Approved Cumulative
Existing
Regional Projects Projects
Projected
1% of Projected
Project
Approach
Peak 1 Hour
Growth Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume
Volume Volume Volume
Volume
Volume
Volume
AM PEAK PERIOD
Northbound
501
0 2 0
503
5
5
Southbound
15
0 1 0
16
0
0
Eastbound
229
0 0 0
229
2
0
Westbound
121
0 8 0
129
1
1
Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume.
Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.
Intersection Capacity Utilization (ICU) Analysis is required.
PM PEAK PERIOD
Northbound 431 0 7 0 438 4 1
Southbound 156 0 7 0 163 2 0
Eastbound 342 0 0 0 342 3 0
Westbound 511 0 0 0 511 5 5
Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume.
Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume,
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT: North Newport Center Planned Community TPO
A -43
FULL OCCUPANCY YEAR: 2010
3. MacArthur 6 Von Kaman
Existing
TOTAL CAPACITY UTILIZATION .316 .139
Existing +Growth +Approved +Project
Projects
AM Ph;
K'3R
PM Pit
FOUR
.AM PK
LANE,
CAP.ACI °Y
VOL
V/C
VOL
V/C
[133
_
1600
i29
.081
71
.044"
tvET
.081
4800
974
.203'
788
.164
09R
f
854
800
NBR
155
801
583
155
1600
36
.023-
34
.021
SBT
3
4800
394
.082
962
.200*
SBR
f
1014
197
SBP,
101
197
E8;
I
1600
35
.022
137
.086
EBT
2
3200
84
.026'
222
.069*
E6P.
f
222
36
ERR
281
36
WBL
1
1600
102
.064*
682
.426*
W 81
2
3200
184
.058
152
.048
W 8 R
f
152
16
WBR
65
16
TOTAL CAPACITY UTILIZATION .316 .139
Existing +Growth +Approved +Project
Projects
AM PX
.AM PK
FOUR
PM PK
HOUR
LANES
LANw
:APAC I'CY
VCL
V/C
VOL
V/C
NBL
1
1600
129
.081
71
.044'
NBT
3
480C
1C4,
.214`
854
.178
NBR
=
801
801
155
155
SBL
SAL
I
i600
36
.023`
34
.021
SB"
3
4800
444
.093
1014
.211'
SBP,
_
197
19"
101
101
EBL
EBL
1
:600
35
.022
137
.086
EP,
2
3200
84
.026`
222
.069*
ERR
36
36
281
281
WBL
r78L
T
:620
102
.064*
682
.426*
WBT
2
3200
184
.058
152
.048
WBR
16
16
65
65
Existing +Ambient Growth +Approved
Projects
AM PX
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1
1600
129
.OBI
71
.044'
NBT
3
4800
1026
.214'
845
.176
NBR
f
801
155
SBL
1
1600
36
.023*
34
.021
SET
3
4800
435
.091
1012
.211'
SBR
f
197
101
EBL
1
1600
35
.022
13;
.086
EBT
2
3200
84
.026*
222
.069*
EBR
f
36
281
WBL
1
1600
102
.064*
682
.4261
WBT
2
3200
184
.058
152
.048
WBR
f
16
65
TOTAL CAPACITY UTILIZATION .321 .150
Existing +Growth +Approved +Cumulative
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1
1600
129
.081
71
.044'
NBT:
3
4800
1176
.245*
946
.197
NBR
f
819
179
SBL
1
1600
36
.023'
34
.021
SBT
3
4800
493
.103
1167
.243*
SBR
f
197
101
EBL
1
1600
35
.022
137
.086
EBT
2
3200
84
.026*
222
.069*
EBR
f
36
281
WBL
1
1600
127
.079'
703
.439*
WBT
2
3200
184
.058
152
.048
WBR
f
16
65
TOTAL CAPACITY UTILIZATION .321 .150 TOTAL CAPACITY UTILIZATION .313 .795
A -44
3. MacArthur 6 Von Kaman
Existing +Growth +Approved +Cumulative +Project
.Rid PK
NOUR
PM PK
HOUR
LA @:ES
CAPACITY
'JOL
V/C
VOL
V/C
NIL
1
:00l,
129
.081
71
.044'
NET
4800
11'v
.2454
955
.199
NRS
?
819
179
SRL
1
1600
36
.023`
34
.021
SDI
i
1580
502
.105
1169
.244'
SR3
t
197
101
FIL
-
i 00
35
.022
137
.086
e3°
2
3300
84
.'26'
222
.069'
HR
_
36
281
V.5;
1600
12?
.019'
703
.439'
44P ?'P
3200
134
.058
152
.048
V,RR.
I
16
65
TOTAL CAPACITY UTILIZATION .373 .196
A -45
6. MacArthur b Jamboree
Existing
AN PK HOUR PM PK HOUR
-FNES CAPACITY 'VOL V/C VOL 'J /C
N8; 2 3200 214 .06% 250 .078'
NBT 3 4800 1689 .352* 539 .112
NBR 1 1600 482 .301 333 .206
585 2 3200 85 .0274 208 .065
SBT 4800 3 04 .063 1479 .306*
SBR. 9' 256
EBL 2 3209 .2 .135 199 .062
EB' 3 4500 989 .206' 864 .IBO*
EBR = 215 51
WBL 2 3200 313 .0384 612 .191'
WBT 3 4802 632 .i32 1026 .214
WBR = 183 103
TOTAL CAPACITY UTILIZATION .683 .757
Existing +Growth +Approved +Project
AM PK
AOCR
PH PK
HOUR
LANES
CAPACI "Y
''VOL
V/C
VOL
V/C
N51-
2
3200
214
.067
250
.07B*
NBT
3
4800
:15B
.3661
589
.123
NBR.
i
1600
483
.302
333
.206
SBA
2
3200
B6
.027`
286
.068
SBT
3
4800
348
.073
1539
.321*
SBR
f
IF
266
EBL
2
3:00
":43
.138
208
.065
EBT
3
4500
_050
.219'
964
.2014
EBN.
f
215
51
11116_
2
3200
313
.098'
613
.1924
WBT
3
4800
725
.151
1099
.229
WBR.
f
192
105
Existinq+Ambient Growth +Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 214 .067 250 .078*
NBT 3 4800 1757 .366' 580 121
NBR 1 1600 483 .302 333 .208
SBL 2 3200 86 .027* 216 .068
SET 3 4600 339 .071 1537 .320*
58R f 107 266
EBL 2 3200 443 .138 208 .065
EBT 3 4800 1049 .219* 955 .199*
EBR f 215 51
WBL 2 3200 313 .0984 613 .192*
WBT 3 4800 716 .149 1097 .229
WBR f 192 105
TOTAL CAPACITY UTILIZATION .710 .789
Existing+Growth +Approved +Cmlative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 214 .067 250 .078*
NBT 3 4800 1905 .397* 694 .145
NBR 1 1600 501 .313 357 .223
SBL 2 3200 86 .027* 216 .068
SBT 3 4800 415 .086 1695 .353*
SBR f 113 284
EBL 2 3200 462 .144 219 .068
EBT 3 4600 1204 .251* 1050 .2194
EBR f 215 51
WBL 2 3200 338 .106* 634 .198*
WBT 3 4800 762 .159 1255 .261
WBR f 192 105
TOTAL CAPACITY UTILIZATION .710 .792 TOTAL CAPACITY UTILIZATION .781 .646
A•46
6. MacArthur 6 Jamboree
Existing +Growth +Approved +Cumulative +Project
AM PK
HOUR
FM PK
HOUR
LANES
°A.PACITY
VOL
V/C
VOL
V/C
N8L
E
MO.
211
.067
250
.0;8'
Y.?T
3
4300
1906
.397'
703
.14E
N?R
'60f;
501
.313
357
.223
SK
2
3200
86
.027'
216
.068
S °T
3
4300
424
.086
1691
.354*
S3P,
f
i13
284
E?L
2
3200
462
.144
219
.068
E3T
3
4900
1205
.251'
1059
.221'
E3n
f
215
51
'A3L
2
3200
339
.106°
634
.19B'
sB00
-'1
.161
1251
.262
Vu3P.
:92
105
TOTAL CAPACITY UTILIZATION .781 .851
A -47
9. Jamboree & Bristol South (EE)
Existing
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
2L 2 0 0 0
NE° 8000 212% .273' 1843 .245
NBA. 0 60 115
SBL 0 0
SB` 3 4000 675 .141 1241 .259'
SBk 0 0 0
ESC ..5 1229 .384' 973 (.4141'
ES' 1.5 ?kAC 434 .2;1 1015 .414
EBR 2 ±200 1168 .365 1285 .402
WE, 0 0
WET G 0 0
WBR C C 0 0
TOTAL CAPACITY UTILIZATION .651 .613
Existing +Growth +Approved +Project
AM PK HOUR PM PK HOUR
LANES CA- nCIT'' VOL V/C VOL V/C
N3L 0 0 0 0
NET 5 2323 .299' 2012 .273
NB 's C 0 60 115
53L 0 0 0 0
S3T 3 4900 '74 .161 1343 .280'
2R 0 0 0 0
'233 .365' 995 (.424)'
ESC :.5 -1300 447 .279 1041 .424
E3R. 2 3200 1'9 .400 1403 .43B
W31 0 0 1 0
WBT 0 0 C 0
RR. 0 0
Right Tcrn A.djustmer�t EBR .014'
TOTAL CAPACITY UTILIZATION .684 .118
A -48
Existing+Ambient Growth +Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NET 5 8000 2327 .298' 2063 .272
NBR 0 0 60 115
SBL 0 0 0 0
SBT 3 4800 765 .159 1341 .279'
SBR 0 0 0 0
EBL 1.5 1233 .385' 995 (.4241'
EBT 1.5 4800 447 .279 1041 .424
EBR 2 3200 1265 .395 1400 .438
NBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment EBR .014'
TOTAL CAPACITY UTILIZATION .683 .111
Existing +Growth+Approved+Cumulative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NET 5 B000 2500 .320" 2170 .286
NBR 0 0 60 115
SBL 0 0 0 0
SET 3 4800 816 .170 1518 .316'
SBR 0 0 0 0
EEL 1.5 1233 .385' 995 (.424)'
EBT 1.5 4800 447 .279 1041 .424
EBR 2 3200 1265 .395 1400 .438
WEE 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment EBR .014'
TOTAL CAPACITY UTILIZATION .705 .754
9. Jamboree 6 Bristol South (EB)
Existing+ Growth +Approved +Cumulative +Project
AM PK HOCR PH PK HOUR
LANES CAFACITY VOL 6/C VOL V/C
HE G 0 0 0
NST 5 3000 2501 .320' 2119 .287
N5fi 0 0 EG 115
0 0 0 0
?BT 3 4800 825 .172 1520 .317"
8R 0 0 0 0
E8; i.5 1233 .385' 995 1.4241'
EBT 1.5 4800 447 ,279 1041 .424
ERA _ 3200 12?9 .400 1403 .438
1n'8; 1 0 0 0
148, 1 0 0 0
'A8R .. it 0 0
k_ght Tu r.. rU;•: =. t:r ?n;. E3F. .014'
TOTAL CAPACITY UTILIZATION .705 .155
A -49
10. Jamboree 6 Bayview
Existing
Existing+Ambient Growth +Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 119 .074* 57 .036
NET 4 6400 1837 .296 1746 .281*
HER 0 0 56 51
SBL 1 1600 79 .049 191 .119'
SET 4 6400 1750 .273' 2194 .343
SBR 1 1600 269 .166 81 .051
EEL 2 3200 34 .011 162 .051*
EBT 1 1600 12 .008* 11 .007
EBR 1 1600 42 .026 226 .141
WBL 1 1600 17 .011' 37 .023
WET 1 1600 4 .003 3 .002*
WBR 1 1600 79 .049 130 .081
Right Turn Adjustment WBR .003' EBR .068*
TOTAL CAPACITY UTILIZATION .356 .508 TOTAL CAPACITY UTILIZATION .369 .521
Existing +Growth +Approved +Project
A'4 PK HOUR PM PK HOUR
AYES CAP.ACIT'Y VOL V/C VOL V/C
NBL i :600 1'9 .074' 57 .036
NET 4 611C 1890 .296 1768 .284*
NEP C 1 56 51
SBL 1 1000 79 .049 191 .1191
SET 4 bS 00 1'73 .2;7' 2198 .343
ScR 1 1500 269 .168 8'_ .051
EEL 2 3200 34 .011 162 .051*
FT - 16G0 12 .000* 11 .007
EER 1600 42 .926 226 .141
W >; 1600 11 .011* 37 .023
W3T : i800 4 .003 3 .002*
W3F. 1600 79 .049 130 .081
Sight TUrn Adjustment EBR .066'
Existing +Growth +Approved+C=ulative
AM F3
HOUR
PM PK
HOUR
HOUR
1P.`1E5
rA ?A.CITY
'oOL
'd /C
VOL
V/C
NBL
1
:6110
1:9
.074
57
.036
NET
4
B =;G
1%50
.284'
1650
.266*
MER
0
0
56
0
5I
56
S3L
1
1600
'9
.049*
191
.119'
SBT
4
6400
1659
.259
2111
.330
SK
2311
1600
269
.168
81
.051
EBL
2
3200
34
.911
162
.051*
EBT
_
1600
12
.008*
it
.007
EBR
_
1600
42
.026
226
.141
.026
226
1600
17
.011_'
37
.023
WBT
_
1600
4
.003
3
.002*
WBR
_
:600
19
.049
130
.081
Right
Tutu Adjustment
Wi R
,004'
EBR
.070'
Existing+Ambient Growth +Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 119 .074* 57 .036
NET 4 6400 1837 .296 1746 .281*
HER 0 0 56 51
SBL 1 1600 79 .049 191 .119'
SET 4 6400 1750 .273' 2194 .343
SBR 1 1600 269 .166 81 .051
EEL 2 3200 34 .011 162 .051*
EBT 1 1600 12 .008* 11 .007
EBR 1 1600 42 .026 226 .141
WBL 1 1600 17 .011' 37 .023
WET 1 1600 4 .003 3 .002*
WBR 1 1600 79 .049 130 .081
Right Turn Adjustment WBR .003' EBR .068*
TOTAL CAPACITY UTILIZATION .356 .508 TOTAL CAPACITY UTILIZATION .369 .521
Existing +Growth +Approved +Project
A'4 PK HOUR PM PK HOUR
AYES CAP.ACIT'Y VOL V/C VOL V/C
NBL i :600 1'9 .074' 57 .036
NET 4 611C 1890 .296 1768 .284*
NEP C 1 56 51
SBL 1 1000 79 .049 191 .1191
SET 4 bS 00 1'73 .2;7' 2198 .343
ScR 1 1500 269 .168 8'_ .051
EEL 2 3200 34 .011 162 .051*
FT - 16G0 12 .000* 11 .007
EER 1600 42 .926 226 .141
W >; 1600 11 .011* 37 .023
W3T : i800 4 .003 3 .002*
W3F. 1600 79 .049 130 .081
Sight TUrn Adjustment EBR .066'
Existing +Growth +Approved+C=ulative
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1
1600
119
.074
51
.036
NET
4
6400
2010
.323*
1053
.298*
HER
0
0
56
51
SBL
1
1600
79
.049*
191
.119*
SET
4
64CO
1801
.281
2311
.310
SBR
1
1600
269
.166
81
.051
EEL
2
3200
34
.011
162
.051*
EST
1
1600
12
.008'
11
.007
EBR
1
1600
42
.026
226
.141
WBL
1
1600
17
.011*
37
.023
WET
1
1600
4
.003
3
.002*
WBR
1
1600
79
.049
130
.081
Right
Turn Adjustment
WBR
.004*
EBR
.076*
TOTAL CAPACITY UTILIZATION .370 .522 TOTAL CAPACITY UTILIZATION .395 .566
A -50
10. Jamboree 5 Bayview
Existing +Growth +Approved +Cumulative +Project
AM PK HOUR I'M PR HOUR
L.A3ES CAPACITY "Cl, ' V/C VOL V/C
NIL _ 16 6 :19 .074 5% .036
NET 4 1110 2013 .323' 1875 .3014
NIR U 0 56 5I
SPL _ 1660 '9 .049' 191 .119`
S37 4 6400 1825 .285 2375 .371
San 1E60 269 .166 81 .051
Er 2 3200 34 .911 162 .0514
CRT 1600 12 .008' 11 .007
bfiR _ '600 42 .026 226 .141
NIA i 1600 1' .011' 37 .023
NIT 1 '600 4 .003 3 .002'
WBR 1 1600 79 .049 130 .081
Right Turn Adjustnen! 4PIR .004' EBR .074'
TOTAL CAPACITY UTILIZATION .395 .547
A -51
11. Jamboree 6 University
Existing
TOTAL CAPACITY UTILIZATION .514 .593
Existing +Growth +Approved +Project
AM P8 4CU3 PM PK HOUR
LASES CAPACITY VOL V/C VOL V/C
NFL 1 '601 '1 .044' 38 .024'
NET 3 420C 1591 .331 1603 .334
NBR 1 :60C• 195 .122 262 .164
SBL 2 3220 61 .019 157 .049
SBT 3 4310 1509 .314' 2076 .4331
SBA. :801• 313 .196 426 .266
DL 11.5 393 223
FIT 0.5 3200 1109 .15?' 102 .102'
E5 I 33 26
W5L 296 225
14K ..5 6800 159 .095' 129 .074'
WER f 1699 95
Noce: Assumes E/W Split ?hasing
Existing +Ambient Growth+Appruved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 71 .044' 36 .024'
NBT 3 4800 1588 .331 1581 .329
NBR 1 1600 195 .122 262 .164
SBL 2 3200 61 .019 157 .049
SBT 3 4800 1486 .310' 2072 .432"
SIR 1 1600 313 .196 426 .266
EBL 1.5 393 223
EBT 0.5 3200 109 .157' 102 .102'
EBR f 33 26
WBL 1.5 296 225
WET 1.5 4800 159 .095' 129 .074`
WBR f 169 95
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .606 .632
Existing +Growth +Approved+C=lative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 7l .044 36 .024'
NBT 3 4800 1761 .367' 1688 .352
NBR 1 11600 270 .169 310 .194
SBL 2 3200 61 .019* 157 .049
SBT 3 4800 1537 .320 2249 .469'
SBR 1 1600 313 .196 426 .266
EBL 1.5 393 223
FIT 0.5 3200 109 .151' 102 .102+
EBB. f 33 26
WBL 1.5 318 .099 305 .095`
WBT 1.5 4800 159 .999' 129 .081
WBR f 169 95
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .610 .633 TOTAL CAPACITY UTILIZATION .642 .690
A -52
All fK
HOUR
PM PK
HOUR
LASES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1
1690
1
.044
38
.024'
NBT
3
48u0
1457
.304'
1386
.289
NBR
1
11600
'90
.119
254
.159
SBL
2
3200
61
.019'
155
.048
SK
3
4900
1295
.270
1896
.395'
SER.
_
1600
313
.196
426
.266
5L
..5
393
223
EoT
0.5
3200
1 -B
.157
102
.102'
FIR
f
33
26
4G,
:.5
295
216
WET
1. _`
4800
15B
.094'
129
.072"
WBR
f
165
93
So :e:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .514 .593
Existing +Growth +Approved +Project
AM P8 4CU3 PM PK HOUR
LASES CAPACITY VOL V/C VOL V/C
NFL 1 '601 '1 .044' 38 .024'
NET 3 420C 1591 .331 1603 .334
NBR 1 :60C• 195 .122 262 .164
SBL 2 3220 61 .019 157 .049
SBT 3 4310 1509 .314' 2076 .4331
SBA. :801• 313 .196 426 .266
DL 11.5 393 223
FIT 0.5 3200 1109 .15?' 102 .102'
E5 I 33 26
W5L 296 225
14K ..5 6800 159 .095' 129 .074'
WER f 1699 95
Noce: Assumes E/W Split ?hasing
Existing +Ambient Growth+Appruved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 71 .044' 36 .024'
NBT 3 4800 1588 .331 1581 .329
NBR 1 1600 195 .122 262 .164
SBL 2 3200 61 .019 157 .049
SBT 3 4800 1486 .310' 2072 .432"
SIR 1 1600 313 .196 426 .266
EBL 1.5 393 223
EBT 0.5 3200 109 .157' 102 .102'
EBR f 33 26
WBL 1.5 296 225
WET 1.5 4800 159 .095' 129 .074`
WBR f 169 95
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .606 .632
Existing +Growth +Approved+C=lative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 7l .044 36 .024'
NBT 3 4800 1761 .367' 1688 .352
NBR 1 11600 270 .169 310 .194
SBL 2 3200 61 .019* 157 .049
SBT 3 4800 1537 .320 2249 .469'
SBR 1 1600 313 .196 426 .266
EBL 1.5 393 223
FIT 0.5 3200 109 .151' 102 .102+
EBB. f 33 26
WBL 1.5 318 .099 305 .095`
WBT 1.5 4800 159 .999' 129 .081
WBR f 169 95
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .610 .633 TOTAL CAPACITY UTILIZATION .642 .690
A -52
11. 1ambOzee 6 University
Existing +Growth +Approved +Cumulative +Project
..M PK FOUR PM PK HOJR
LANES CA.PACIT'Y '✓OL 'J /C VOL V/C
RE, _ 1501 '- .044 38 .024'
0B' _ 4801, 1'64 .3681 1710 .356
OR 1 _601, 210 .169 310 .194
SEL 2 3200 61 . .019' 15i .049
SET 3 480C 1560 .325 2253 .469'
SEP 1 :600 313 .196 426 .266
EEL 1.5 393 223
EET 0.5 3200 109 .151' 102 .102'
EER f 33 26
WEL 1.5 318 .099 305 .095'
WET 1.5 4800 _59 .099' 129 .081
WER f 69 95
Nccs: F.ssumes E/W Snl't Phasin0
TOTAL CAPACITY UTILIZATION .643 .690
A -53
12. Jamboree b Bison
Existing
ANES CAP.AC:'3•
L
7
0
NST
3
4800
NBR
a
r
SBL
2
3200
SBT
4800
SEA
1600
EBT
i
1600
Ear
o
EBR
_
WRL 2 3200
WBT C a
WBR 2 3209
Right Puen Adjustment
AM PK HOUR PM PK HOUR
In V/C VOL V/C
0 0
1346 .322' 1669 .376'
201 138
i36 .061' 181 .05714
1601 .334 2093 .417
196 ,123 11B .074
116 •0134 67 .042
0 0
71 35
144 .045 273 385"
0 0
115 .055 191 360
WBR .0094
TOTAL CAPACITY UTILIZATION .465 .518
Existinq +Growth+Approved +Project
AM Pr. HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NET 3 4300 1475 .3504 1891 .424'
NBR 0 0 20' 143
SBL 2 32CO 199 .0624 193 .0601
S3T 3 4800 '815 .378 21 -)9 .454
SBR : 16W 196 .123 lib .914
En : 1600 116 .013' 61 .042
E3T c N 0
E3R. i 1 35
W3; 1 3200 145 .045 279 .087+
{v ST J 0 0
WBR 2 3200 176 .055 192 .060
Right Turn A.c3ustment WBR .008'
Existing +Ambient Growth+Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
14BT 3 4800 1472 .350+ 1869 .419`
14BR 0 0 201 143
SBL 2 3200 199 .062' 193 .060*
SBT 3 4800 1792 .373 2175 .453
SBR 1 1600 196 .123 11B .014
EBL 1 1600 116 .073' 67 .042
EBT 0 0 0 0
EBR f 71 35
WBL 2 3200 145 .045 279 3874
WBT 0 0 0 0
WBR 2 3200 17G .055 192 360
Right Turn Adjustment WBR .008'
TOTAL CAPACITY UTILIZATION .493 .566
Existing +Growth+Approved +Cumulative
AN PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 3 4800 1684 .394* 2001 .447'
NBR 0 0 207 143
SBL 2 3200 210 .066' 230 .0724
SBT 3 4900 1854 .386 2395 .499
SBR 1 1600 196 .123 118 .974
EBL 1 1600 116 .013* 67 .042
EBT 0 a a a
EBR f 71 35
WBL 2 3200 145 .045 279 .087'
WBT 0 0 0 a
WBR 2 3200 213 .067 215 .067
Right Turn Adjustment WBR .011+
TOTAL CAPACITY UTILIZATION .493 .511 TOTAL CAPACITY UTILIZATION .550 .606
A -54
12. Jamboree 6 Bison
Existing+ Growth +Approved+Cumulative+Project
AP[ PR HOUR PH PK HOUR
LANES CA.PACIT'Y V07 V/C VOL V/C
I'DL 0 0 0
NB: ? 4800 168, .395' 2023 .451}
OPP 9 201 143
SAL 2 3200 210 .066" 230 .072'
SBT = 4800 1817 .391 2399 .500
SBfl 1 :690 196 .123 118 .074
EEL 1 'ECG 1'.6 .073' 67 .042
EDT 0 0 0 0
E23 I "1 35
WDL 2 3210 145 .045 279 .087'
W_a,T ii 0 0 0
W3R 2 33200 213 ..CE 215 .067
?i:;hr. Tors. F.c ;u:`mzr.t WDR .0171
TOTAL CAPACITY UTILIZATION .551 .610
A -55
13. Jamboree 6 Ford
Existing
Ail P3 HOUR PM PK HOUR
S.4 ":ES CAPACITYY 'VIOL 'J /C VOL V/C
NBL 2 3200 364 .114* 362 .113*
NBT 3 4300 1300 .2 °,1 1785 .415
NSA 0 0 98 208
SK _ '.600 61 .038 44 .028
SK 3 4800 '341 .321' 2132 .449*
1 BP. _ 1600 167 .104 49 .031
ES, 1S 232 66 .041
2ST l.5 4800 239 .098- 212 .066*
cSF, f 271 255
4ti'B� i.S 131 .082 181
BP 1.5 4800 358 .112' 151, .070'
'ASR 1 1600 33 .021 35 .022
.Note: Assumes E /i4 split Phasing
TOTAL CAPACITY UTILIZATION .645 .693
Existing +Growth +Approved +Project
AM P3 HOUR P14 PK HOUR
LANES CAVK IT't 'JCL V/C VOL V/C
2 320( 368 .114' 365 .114'
NIT 3 4800 1994 .322 2022 .466
NO3 C 0 101 213
S3L _ 1600 61 .038 44 .028
SBT 3 6800 _757 .366* 2323 .484'
SSR 1600 168 .105 49 .031
ES, ?.5 233 66 .041
EST 1.5 4800 244 ,099* 212 .066*
EBR f 27.3 257
615 '.5 132 .063 187,
'AST i.E 4800 3E8 .115' 157 .072"
WBR - :60o 33 .021 35 .022
':oce: Assumes E /4i Split Phasing
TOTAL CAPACITY UTILIZATION .694 .136
A -56
Existing +Ambient Growth +Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 366 .114* 365 .114'
NBT 3 4800 1441 .321 2000 .461
HER 0 0 101 213
SBL 1 1600 61 .038 44 .028
SET 3 4800 1734 .361* 2319 .483*
SBR 1 1600 168 .105 49 .031
EEL 1.5 233 66 .041
EST 1.5 4800 244 .099* 212 .066*
EBR f 273 257
WBL 1.5 132 .083 187
WET 1.5 4800 368 .115* 157 .072*
WBR 1 1600 33 .021 35 .022
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION ,689 .135
Existing+Growth +Approved +Cumulative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 375 .117* 370 .116'
NBT 3 4800 1631 .364 2119 .495
NBA 0 0 114 257
SBL 1 1600 67 .042 66 .041
SET 3 4800 1790 .373' 2517 .524*
SSR 1 1600 168 .105 49 .031
EEL 1.5 233 66 .041
EST 1.5 4800 259 .103* 266 .083'
EBR f 276 266
WBL 1.5 176 .110 212
WBT 1.5 4800 419 .131' 190 .084*
WBR 1 1600 55 .034 48 .030
Noce: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .724 .887
13. Jamboree 6 Ford
Existing +Growth +Approved +Cumulative +Project
AM P3 HOUR PM PK HOUR
EA. >:ES CAPACITY VOL 'V /C VOL V/C
NBL 2 32,0 3,5 .117' 370 .116'
NET 5 43,C 1634 .364 2141 .500
t3 ?. C. 1!4 25�
SHL '690 6' .042 66 .041
5'T 3 4300 1843 .3;8' 2521 .525`
San 1600 .68 .105 49 .031
E1L :.5 233 66 .041
EBT .8 41800 259 .103' 266 .083'
55R ? 276 266
10, '..5 176 .110 212
WoT i.5 4800 415 .131' 190 .084`
BR 1 1600 55 .034 48 .030
.(o-.e: Assume= E14i Split phasing
TOTAL CAPACITY UTILIZATION .729 .808
A -57
14. Jamboree d San Joaquin Hills
Existing
AM PK HOUR PH PK HOUR
1,ANE5 CAPAC'TY SOL V/C VOL V/C
5EL 1 1600 41 .026 67 .042
NBT 3 4800 1143 .238' 1596 .333*
SBR f 129 135
SBL 2 3200 665 .208' 443 .138*
SK 3 4E00 12e1 .256 1855 .366
BR = 117.
ELL 1.5 258 .081' 162 .051*
ELS I.. 4500 33 .021 34 .G21
EPP f 5'9 57
441. 1.5 128 .0 ":0* 189 .059*
1.'B' 1.5 480,' 12 .008 39 .024
WLR i. _6130 42 .026 67 .042
Note: Assumes E/W Split Phasing
Existing +Ambient Growth +Approved Projects
AM PK HOUR PH PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 41 .026 68 .043
NET 3 4800 1249 .260* 1745 .364*
NBR f 133 143
SBL 2 3200 710 .222' 488 .153'
SET 3 4800 1363 .288 2002 .417
SBR f 37 117
EEL 1.5 258 .081* 163 .051*
EBT 1.5 4800 33 .021 30 .024
EBR f 59 57
WBL 1.5 138 .043' 197 .062*
WBT 1.5 4800 12 .008 39 .024
WBR 1 1600 78 .049 141 .088
Note: Assmes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .561 .581 TOTAL CAPACITY UTILIZATION .606 .630
Existing +Growth+Approved +Project
AM PK HOGR PM PK HOUR
LANES CAPACITY ''VOL V/C 'VOL V/C
NBS _ 1600 el .026 68 .043
NLT 3 4800 249 .260' 1745 .364'
NBR 1 133 143
SRI 2 3200 333 .229* 492 .154*
voT 3 4800 _383 .288 2002 .417
SBR 37 il.
SB;, t.5 258 .061- '63 .051'
SET i.5 4800 33 .021 38 A24
EBR f 59 57
W87, 1.`- 138 .043* 197 .062'
WBT. 1.5 4E 00 li .008 39 A24
'WBR 1 1600 81 .051 163 .102
Nose: Ass.imes E1W Split Phasing
TOTAL CAPACITY UTILIZATION .613 .631
A -58
Existing +Growth+Approved +Cumulative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 41 .026 68 .043
NBT 3 4800 1427 .297* 1693 .394*
NBR f 133 143
SBL 2 3200 719 .225* 526 .164*
SST 3 4800 1477 .308 2196 .458
SBR f 37 117
EBL 1.5 258 .081* 163 .051*
EST 1.5 4600 33 .021 38 .024
EBR f 59 57
WBL 1.5 138 .043* 197 .062*
WBT 1.5 4800 12 .008 39 .024
WBR 1 1600 112 .070 161 .101
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .646 .611
14. Jamboree 6 San Joaquin dills
Existing +Growth +Approved +Cumulative +Project
AN PK HOUR PH PK HOUR
LANES CAPACITY VOL V/C VOL V/c
N'n:, _ 1600 Q .026 68 .043
NOT 3 5800 1427 .295• 1893 .394'
tiSR f 133 143
351 2 3200 -42 .2324 530 .1664
35T 3 48011 14 ?7 .308 2196 .458
SBR. f 3? ill
EBL 1.5 258 .081* 163 .051*
EBT 1.5 4 H 33 .021 38 .024
EBR f 59 Si
NBL I.S 13E .0434 197 .062"
NB" 1.S 4800 12 .008 39 .024
t9BR _ 160C 115 .072 103 .114
Ncte: Assumes El"N Spli; Phasing
TOTAL CAPACITY UTILIZATION .653 .673
A -59
17. MacArthur 6 Bison
Existing
AM PK
HOUR
AM PK
HOUR
PM PK
HOUR
CAPACITY
LA6E5
�?.PAC?T't
'JCL
V/C
VOL
V/C
NIL
2
3200
:97
.062
192
.060'
N37
2565
6400
2466
.385'
2454
.383
NBR
f
154
183
?
SK
_
3200
'6
.C24'
224
.07C
SET
4
6400
2018
.315
2707
.423'
SBR
265
1600
263
.164
321
.201
ESL
2
3200
224
.0iO
192
.060
PET
2
3200
218
.068'
191
.060*
EBR
f
162
214
2
WBL
2
-1200
383
.:20*
363
.113'
WBT
2
3200
217
.069
266
.083
WBR
I
1600
94
.059
141
.088
Existing+Adient Growth+Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 198 .062 196 .061`
NBT 4 6400 2561 .400' 2591 .405
HER f 160 201
SBL 2 3200 76 .024* 224 .010
SST 4 6400 2130 .333 2811 .440'
SBR 1 1600 265 .166 331 .207
EEL 2 3200 226 .071 196 .061
EBT 2 3200 224 .070* 193 .060'
EBR f 163 215
WBL 2 3200 400 .125* 368 .115*
WBT. 2 3200 219 .068 271 .085
WEE 1 1600 95 .059 141 .088
TOTAL CAPACITY UTILIZATION .591 .656 TOTAL CAPACITY UTILIZATION .619 .616
Existing +Growth+Approved +Project
AM PK
HOUR
PM PK
HOUR
BANES
CAPACITY
'VOL
ViC
VOL
V/C
2
KOO
198
.062
196
.061*
6400
2565
.401*
2618
.409
SS ?.
-
161
210
SBL
?
3209
76
.024'
224
.070
SBT
4
0400
2158
.337
2822
.441'
SEP
-
:600
265
.166
331
.207
EEL
2
3200
226
.031
196
.061
CET
3200
224
.070'
193
.060*
EB.',
f
163
215
WEL
2
321"0
409
.1Z8*
370
.116'
WET
2
32(10
2:9
.068
271
.085
W2R
1
1609
95
H9
14?
.088
TOTAL CAPACITY UTILIZATION .623 .678
A -60
Existing +Growth +Approved+Cumulative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 198 .062 196 .061*
NBT 4 6400 2712 .424* 2684 .419
NBR f 160 201
SBL 2 3200 80 .025* 239 .075
SET 4 6400 2175 .340 2912 .464*
SBR 1 1600 265 .166 331 .201
EEL 2 3200 226 .011 196 .061
EST 2 3200 235 .073* 230 .012*
HER f 163 215
WBL 2 3200 400 .125* 368 .115*
WET 2 3200 256 .080 294 .092
WBR 1 1600 110 .069 150 .094
TOTAL CAPACITY UTILIZATION .647 112
17, MacArthur 6 Bison
Existing+ Growth +Approved +Cusmlativ +Project
A9 PK HOUR PM PK HOUR
LAVES CAPACITY VOL V/C VOL V/C
NEL 2 320C 198 .062 196 .061'
NET 4 640C 2716 .424' 2711 .424
HER f 161 210
SEL 2 5206 80 .025' 239 .075
SET 4 64% 2203 .344 29 77 .465*
SKI 1 :6CG 263 .166 331 .207
EEL 2 3200 226 .071 196 .061
HET 2 32CG 235 .073' 230 .072'
E8R f '63 215
1431. 2 3200 409 .125' 370 .116'
Ni3T 2 3_'00 2256 .980 294 .092
NiEk 1600 :1C .069 150 .094
TOTAL CAPACITY UTILIZATION .650 .714
A -61
18. MacArthur 6 Ford /Bonita Canyon
Existing
AM Ph: HOUR PM PK HOUR
LA;vES CAPKIT'Y VOL V/C VOL V/C
NBL 2 3260 107 .033 6' .019
NBT 640 '919 .300' 2348 .367'
Nan f 83 468
SK 2 3200 529 .165* 774 .2421
SK 4 6400 1923 .300 2328 .364
SOP f 13 49
E8, 2 3200 39 .012 27 .006
SST 2 3200 266 .083' 299 .093*
EBR 1 IWO 121 .076 61 .038
WEL 2 :200 552 .173' 232 .073*
WK 2 -1200 323 .101 2BO .088
WBR _ 900 480
TOTAL CAPACITY UTILIZATION .721 .775
Existing +Growth +Approved +Project
AM PK
AM PK
HOCR
PM PK
HOUR
LANES
LANES
CAPACITY
''VOL
V/C
VOL
V/C
NK
2
3200
107
.033
61
.019
tip,
4
ti400
2•-311
.314*
2535
.396*
NBR.
[
162
90
554
479
SBL
SB;,
2
3200
529
.165*
775
.242*
SK
4
6400
2087
.326
2443
.382
SBR
f
13
13
49
49
EBL
EBL
2
3200
39
.012
27
.008
EBT
2
3200
2 ?0
.084'
302
.094*
EBR
1
1600
121
.076
61
.038
W31
1
3200
556
.174*
239
.Mi
2
3200
442
324
._01
284
.089
WBF
941
q-
503
400
TOTAL CAPACITY UTILIZATION .737 .807
A -62
Existing +Amhient Growth +Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 107 .033 61 .019
NBT 4 6400 2006 .313' 2499 .390*
NBR f 90 479
SRI. 2 3200 529 .165* 775 .242*
SET 4 6400 2050 .320 2436 .381
SBR f 13 49
EBL 2 3200 39 .012 27 .008
EBT 2 3200 270 .084* 302 .094*
EBR 1 1600 121 .076 61 .038
WBL 2 3200 556 .174' 239 .875*
WBT 2 3200 324 .101 284 .089
WEB f 901 480
TOTAL CAPACITY UTILIZATION .736 .801
Existing+Growth +Approved +Cumulative
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2
3200
107
.033
61
.019
NBT
4
6400
2117
.331'
2569
.401*
NBR
f
162
554
SBL
2
3200
540
.169*
815
.255`
SBT
4
6400
2084
.326
2551
.399
SPA
f
13
49
EBL
2
3200
39
.012
27
.008
EBT
2
3200
285
.089*
356
.111*
EBR
1
1600
121
.076
61
.038
WBL
2
3200
620
.194*
314
.098*
WBT
2
3200
442
.138
355
.111
tIBR
f
941
503
TOTAL CAPACITY UTILIZATION .783 .865
18. MacArthur 6 Ford /Bonita Canyon
Existing +Gromth+Approved +Cumulative +Project
A14 PH HOUR PH PH HOUR
�rPLS Cl?, - -1,Y VOL VC VOL V/C
=200 :C'. .033 61 .919
t +8" 6400 2122 .3321 2695 .407'
r!gR - 162 554
Sgt 2 320 540 .169' 815 .255*
S8' 4 6400 2121 .331 2558 .400
SER .3 49
EEL 2 3290 39 .012 27 .008
LET 2 3200 285 .089' 356 .111'
EPP. 1 'club .21 .076 61 . .038
3200 620 .154' 314 .098'
'H3; 2 3100 442 .13E 355 .111
WHR f 941 503
TOTAL CAPACITY UTILIZATION .7B4 .871
A -63
19. MacArthur 6 San Joaquin Hills
Existing
.AM PK HOUR PM PK HOUR
LANES rgP.;C'_TY vo0 V/C VOL V/C
NBL 2 3200 133 .042' 111 .035
NB ". 3 4800 1327 .2i6 1879 .39P
HER 1 1600 192 .120 26 .016
"BL 2 3200 272 .085 498 .156,
SET 3 4800 1 ?6' .367" 1882 .392
SBR _ 487, 248
EEL 2 320.. 449 .140` 551 .172"
EET _ IH0' 105 .030 348 .106
EBR 37, 163
WE 1 _606 9 .006 47 .029
WET 2 3200 322 .101' 306 .096*
WE? = 4:9 525
TOTAL CAPACITY UTILIZATION .658 .815
ExistingtGrowth +Approved +Project
Projects
AM PK
AM PK
:TOUR
PM PK
HOUR
LANES
LANES
CAPACITY
'VOL
VIC
VOL
V/C
tJ35
2
3200
135
.042'
113
.035
NST
3
4800
'_370
.265
1954
.401'
NBR
_
1600
192
.120
26
.016
2
2
3200
273
.085
499
.156*
SB ?'
3
4800
1833
.382*
1945
.405
OPP.
f
559
596
286
293
EEL
E81
2
3200
1'90
.153"
679
.212*
E8T
3
4800
1C8
.030
349
.107
EBR
.1
0
31
163
163
WBL
'1IBL
1
1600
9
.006
47
.029
1516,
2
;200
325
.102*
309
.091*
'lip
f
419
419
525
525
TOTAL CAPACITY UTILIZATION .679 .872
A -64
ExistingtAmbient Growth +Approved
Projects
AM PK
HOUR
PH PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2
3200
135
.042*
113
.035
NET
3
4800
1310
.285
1954
.401*
NEE
1
1600
192
.120
26
.016
SBL
2
3200
273
.085
499
.156*
SET
3
4800
1833
.382*
1945
.405
SBR
f
559
286
EEL
2
3200
485
.152*
642
.201*
EBT
3
4800
108
.030
349
.107
EBR
0
0
37
163
WBL
1
1600
9
.006
4?
.029
WET
2
3200
325
.102'
309
.097*
HER
f
419
525
TOTAL CAPACITY UTILIZATION .678 1861
Existing +Growth +Approved +Cumulative
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2
3200
135
.042*
113
.035
NET
3
4800
1486
.310
2035
.424*
NBR
1
1600
221
.136
128
.080
SBL
2
3200
289
.090
545
.170*
SET
3
4600
1881
.393*
2059
.429
SEP
f
588
316
EEL
2
3200
513
.160*
674
.211*
EBT
3
4800
126
.034
417
.121
EBR
0
0
37
163
WBL
1
1600
97
.061
115
.072
WET
2
3200
386
.121*
349
.109*
WBR
f
459
556
TOTAL CAPACITY UTILIZATION .716 .914
19. MacArthur & Ban Joaquin Hills
Existing +Growth +Approved +Cumulative +Project
AM. PH
HOUR
2H PK
HOUR
IMES
CAPACITY
VOL
V/C
VOL
V/C
21
2
3200
135
.042'
113
.035
*;6T
3
4500
1186
.310
2035
.424*
'(6p
1
600
221
.138
128
.080
58E
_
i200
289
.090
545
.170*
SB-
3
4E00
198'
.393*
2059
.429
SBR
f
625
323
EEL
2
3200
518
.162'
710
.222*
EB':
3
4800
126
.034
417
.121
EBR
0
0
37
163
WBL
1
1600
93
.061
115
.072
AIR,
2
3200
388
.121*
349
.109*
WER
_
459
556
Existing +Growth +Approved +Cumulative +Project w M
AM PH
HOUR
PH PR
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2
3200
135
.042*
113
.035
NBT
3
4800
1486
.310
2035
.424*
HER
1
1600
221
.138
128
.080
SBL
2
3200
289
.090
545
.170'
SBT
3
4800
1887
.393*
2059
.429
SBR
f
625
323
EBL
3
4800
518
.108*
710
.148*
EBT
3
4800
126
.034
417
.121
EBR
0
0
37
163
WBL
1
1600
97
.061
115
.072
WBT
2
3200
388
.121*
349
.109*
WBR
f
459
556
TOTAL CAPACITY UTILIZATION .71B .925 TOTAL CAPACITY UTILIZATION .664 .851
A -65
20. MacArthur d San Miguel
Existing
AM PK HOUR PM PK HOUR
AP =Y VOL V/C VOL V/C
2I 2 3200 87 .027 98 .031'
NK 3 4500 15114 .315' 1000 .208
NBR I 160.1) 282 .I+6 278 .174
SBI. 2 3201) 7 .002' 9 .003
SBT 3 4800 1209 .252 1500 .313*
SEP, I 1500 549 .343 508 .318
ED'. 2 3200 86 .027 909 .284'
LET 2 3200 73 .033' 4'2 .196
EBR n 0 31 154
WBL 3200 224 .010* 21, ,068
'4- 2 3200 164 .063 232 .082'
W3R Q 0 3B 29
3ighc Tern A.djustmenc SER .023*
TOTAL CAPACITY UTILIZATION .443 .710
Existing +Growth +Approved +Project
A.M PK HOUR PM PK HOUR
LANES C4PACIT'i VOL V/C VOL VIC
NBL 2 3209" 93 •029 104 .033*
NB° 48011. 1561 .325` 1032 .215
NBR ' ioop 282 .176 278 .174
SBL 2 320C 8 .003` 10 .003
Se' 3 48.70 1246 .260 1546 .322'
s8R 1 -b0c 551 .344 511 .319
ESL 2 3290 87 .027 913 .285*
LET 320C 7� .037' 493 .203
EB "s U 0 41 171
W3L 2 3200 224 .070' 2'7 .066
WIT 2 3200 177 .0 61 246 .086*
WE 0 0 38 29
Ri•aht Turn A.cj uscmenc SBR .015•
TOTAL CAPACITY UTILIZATION .450 .726
A -66
Existing +Ambient Growth +Approved
Projects
AM PK
HOUR
PM PR
HOUR
LANES
CAPACITY
VOL
VIC
VOL
V/C
NBL
2
3200
88
.028
103
.032*
NET
3
4800
1561
.325*
1032
.215
HER
1
1600
282
.176
278
.174
SBL
2
3200
8
.003*
10
.003
SET
3
4800
1246
.260
1546
.322*
SBR
1
1600
551
.344
511
.319
EEL
2
3200
87
.027
913
.285*
EST
2
3200
76
.036*
468
.204
EBR
0
0
40
166
WBL
2
3200
224
.010'
217
.068
WET
2
3200
172
.066
245
.086*
WBR
0
0
38
29
Right
Turn Adjustment
SBR
.014*
TOTAL CAPACITY UTILIZATION .448 .725
Existing +Growth +Approved +•Cumulative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 125 .039 125 .039*
NET 3 4800 1706 .355' 1215 .253
NBR 1 1600 282 .176 276 .174
SBL 2 3200 8 .003* 10 .003
SET 3 4800 1388 .289 1728 .360'
SBR 1 1600 551 .344 511 .319
EEL 2 3200 87 .027 913 .285*
EBT 2 3200 76 .040* 488 .216
EBR 0 0 52 203
W3L 2 3200 224 .010* 2111 .068
WBT 2 3200 172 .066 245 .086*
WBR 0 0 38 29
TOTAL CAPACITY UTILIZATION .468 .770
20. MacArthur 6 San Miguel
Existing +Growth +Approved +Cwulative+Project
AM PH HOUR PM PK HOUR
BANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 130 .041 126 .039*
NBT 3 4800 1'.86 .355' 1215 .253
^BR _ 1600 282 .176 28 .174
S86 2 3:00 8 .003* 10 .003
S9T. 4800 1386 .289 1728 .360'
ZBR 1600 551 .344 511 .319
EB_ 2 3:OL' 87 AI 913 .285'
E6- 2 3200 17 .041* 493 .219
EBP 2 0 53 208
3100 224 .0;0' 217 .068
i18T 2 3200 P7 .067 246 .086*
WBP 0 38 29
TOTAL CAPACITY UTILIZATION .469 .770
A -67
22. Santa Cruz 6 San Joaquin Bills
Existing
AM PK
HOUR
PM PK
HOUR
LAJSS
CAPAC:TY
'10;
'V /C
VOL
V/C
NBL
2
3200
60
.019'
413
.129*
NK
I
1600
2
.008
12
.C35
43R
..
0
10
44
SBL
?
1600
21
.013
22
.014
SB'
2
3200
11
.007'
5
.003'
SBR
1
0
23
.014
45
.C28
EBL
1
1600
30
.019
55
.034*
EB"
?
4800
494
.150'
324
.101
6BR
C
0
224
199
.124
WBL
i
1600
181
.113
54
.034
Sig'
1
4801
286
.065
4005
.111*
WBR
1
1
28
37
TOTAL CAPACITY UTILIZATION .289 .277
Existing +Growth+Approved+Project
A4 E3 HOUR PM PK HOUR
CA. ?KM VCL V/C VOL V/C
NEL 2 32,0 89 .028' 424 .133*
NBT 1_ECO 2 .009 12 .036
YEd 0 G i2 45
SPL '.ECC' 21 .013 23 .014
SBT 2 KOO 12 .008' 5 .003'
SB2 0 C' 23 .014 45 .028
E8L 1 1600 30 .019 55 .034*
EBT 3 ^300 557 .164' 336 .105
EIR 0 C' 223 217 .136
W3L : 1600 183 .114' 56 .035
WBT ? '.500 235 .067 556 .124*
IKE 0 O 2B 31
Existing+Ambient Growth+Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 89 .028* 424 .133'
NBT 1 1600 2 .009 12 .036
NBR 0 0 12 45
SBL 1 1600 21 .013 23 .014
SBT 2 3200 12 .008' 5 .003*
SBR 0 0 23 .014 45 .028
EBL 1 1600 30 .019 55 .034*
EST. 3 4800 534 .159* 332 .104
EBR 0 0 228 217 .136
WBL 1 1600 163 .114' 56 .035
WBT 3 4800 292 .067 534 .119*
WBR 0 0 28 37
TOTAL CAPACITY UTILIZATION .309 .2B9
Existing +Growth+Approved +Cumulative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 89 .028* 424 .133*
NBT 1 1600 2 .009 12 .036
NBA 0 0 12 45
SBL 1 1600 31 .019 32 .020
SBT 2 3200 12 .008* 5 .003'
SBR 0 0 23 .014 45 .028
EBL 1 1600 30 .019 55 .034'
EBT 3 4900 543 .161* 370 .116
EBR 0 0 228 217 .136
WBL 1 1600 183 .114* 56 .035
WBT 3 4800 326 .075 554 .125'
WBR 0 0 35 47
TOTAL CAPACITY UTILIZATION .314 .294 TOTAL CAPACITY UTILIZATION .311 .295
A -68
22. Santa Cruz 6 San Joaquin Hills
Existing +Growth +Approved +Cmsulative +Project
All Pi(
HOUR
PM PH
HOUR
LAS <ES
CAPACITY
'JCL
V/C
Vol
V/C
081,
2
32N0
29
.028'
424
.133'
NET
I
:601,
2
.009
12
.036
Nei
0
G
2
45
ON
1
.000
31
.019
32
.020
SK
2
3200
_2
.MI
5
.003'
S83
G
0
23
.014
45
.028
E8L
'.
iE00
30
.019
55
,034'
FT
=ACtil
566
.165'
3 74
.117
E R
n
G
223
217
.136
''Ef
_
1600
133
.114'
56
.035
'A3T
i
4800
329
.C76
576
.130'
4i3R
U
0
35
4 i
TOTAL CAPACITY UTILIZATION .315 .300
A -69
23. Santa Rosa 6 San Joaquin Bills
Existing
TOTAL CAPACITY UTILIZATION .290 .438
Existing +Growth+Approved +Project
A4 PP; HOUR PM PK HOUR
[,ANES CA3.AC_TY VOL V/C VOL V/C
1_600 52 .033 234 .146*
i600 6 .004' 28 .018
F. 1 1600 54 .059 402 .251
SBL 1 1600 66 .641' 67 .042
S8" 1 1600 13 .008 1 .004*
SBP. 1 1600 36 .023 24 .015
EBL 1 i600 A .021 36 .023
EB" 3 4800 256 .030' 595 .149^
Cap, u 210 .131 116
`vVBi,
3200 536 .1684 217 .087'
WE, i800 450 .10S 251 .070
ABP C 56 86
P. -ynt `ucc Ad j cs:eent E8R .023' NBR .0?8'
TOTAL CAPACITY UTILIZATION .316 .464
A -70
Existing+Ambient Growth +Approved Projects
.AM PK
HOUR
PM PK
HOUR
PM PK
LAVES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1
_60O
35
.022
167
.104*
NET
1
:000
6
.004*
28
.018
flE3
1
_60G
67
.042
37.2
.233
SBL
1
:1000
66
.041'
67
.042
SET
1
_60C
'_3
.008
7
.004'
SP?
1
_600
36
.023
24
.015
EEL
.
:RG
33
.021
36
.023
EBT
_
49C0
253
.094
55%
.144*
EBR
0
C
142
.OB9
96
.117
'AIL
2
3200
531
.166*
250
.078*
'ABT
.087*
4.300
445
.104
244
.069
251
.070
r
55
0
86
Pish-�
T_rn A.djustmen;
Right
Turn Adjustment
EBR
NBR
.108*
TOTAL CAPACITY UTILIZATION .290 .438
Existing +Growth+Approved +Project
A4 PP; HOUR PM PK HOUR
[,ANES CA3.AC_TY VOL V/C VOL V/C
1_600 52 .033 234 .146*
i600 6 .004' 28 .018
F. 1 1600 54 .059 402 .251
SBL 1 1600 66 .641' 67 .042
S8" 1 1600 13 .008 1 .004*
SBP. 1 1600 36 .023 24 .015
EBL 1 i600 A .021 36 .023
EB" 3 4800 256 .030' 595 .149^
Cap, u 210 .131 116
`vVBi,
3200 536 .1684 217 .087'
WE, i800 450 .10S 251 .070
ABP C 56 86
P. -ynt `ucc Ad j cs:eent E8R .023' NBR .0?8'
TOTAL CAPACITY UTILIZATION .316 .464
A -70
Existing+Ambient Growth +Approved Projects
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1
1600
49
.031
212
.133*
NET
1
1600
6
.004*
26
.018
NBR
1
1600
94
.059
402
.251
SBL
1
1600
66
.041*
67
.042
SET
1
1600
13
.008
7
.004'
SBR
1
1600
36
.023
24
.015
EEL
1
1600
34
.021
36
.023
EBT
3
4800
256
.080*
599
.148*
EBR
0
0
187
.117
112
WBL
2
3200
536
.168*
277
.087*
NET
3
4800
450
.105
251
.070
WBR
0
0
56
86
Right
Turn Adjustment
EBR
.009*
NBR
.091*
TOTAL CAPACITY UTILIZATION .302 .463
Existing +Growth +Approved +Cumulative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 49 .031 212 .133*
NET 1 1600 6 .004* 28 .018
HER 1 1600 105 .066 444 .278
SBL 1 1600 61 .051* 79 .049
SET 1 1600 13 .008 7 .004*
SBR 1 1600 36 .023 24 .015
EBL 1 1600 34 .021 36 .023
EBT 3 4800 275 .086' 646 .158*
EBR 0 0 187 .117 112
NBL 2 3200 575 .180' 302 .094'
WBT 3 4800 491 .116 281 .079
WBR 0 0 67 100
Right Turn Adjustment NBR .119'
TOTAL CAPACITY UTILIZATION .321 .508
23. Santa Rosa 6 San Joaquin Bills
Existing+ Growth +Approved +Cu=lative +Project
.kM PK
BLUR
PM PK
HOUR
LP.NES
C ?.PnCl'PY
VOL
V/C
VOL
V/C
NBL
1
:60r
52
.033
234
.146*
NP ":
i
:60r
b
.0041
28
.018
NB3
1
a00
105
.066
444
.270
5BL
1
!EGO
81
.051'
79
.049
38T
1
'_1680
i3
.008
7
.004'
583
1
i6G0
36
.023
24
.015
E8L
1
1600
34
.021
36
.023
EET
3
4800
275
.006'
646
.159'
HP
0
0
210
.131
116
W31
3200
575
.160'
302
.094`
;ti T
3
=800
491
.116
281
.079
NIR
0
0
67
100
Rio};
T -'z^ kjushnen[
EBR
.010-
NBR
.106'
TOTAL CAPACITY UTILIZATION .331 .509
A -71
24. San Miguel & San Joaquin Hills
Existing
AN PK HOUR PM PH HOUR
LANES CA:ACTT'f VOL V/C VOL V/C
N3L :600 2 .001 It .007
N3T 2 3200 229 .100' 499 .222'
N3R 0 0 91 210
SK : 1600 61 .042' 85 .053*
SBT 2 3100 316 .131 241 .106
1 5R 0 0 1:72 97
2 3200 214 .067, 514 .161*
E57 3 7800 792 .101` 431 .093
ESE 0 0 23 14
1_600 213 .133' 264 .165
WBT 3 4800 663 .151 7-84 .177"
445R 0 0 60 61
Existing +Ambient Growth +Approved Projects
AM PH HOUR PM PH HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 2 .001 11 .007
NBT 2 3200 229 .100' 511 .227'
NBR 0 0 91 216
SBL 1 1600 67 .042* 85 .053+
SBT 2 3200 323 .133 247 .108
SSE 0 0 102 97
EBL 2 3200 214 .067 514 .161*
EST 3 4800 493 .108* 431 .093
EBR 0 0 23 14
WBL 1 1600 214 .134' 270 .169
WBT 3 4800 663 .151 784 .111*
WBR 0 0 60 67
TOTAL CAPACITY UTILIZATION .382 .613 TOTAL CAPACITY UTILIZATION .384 .618
Fria ting +Growth +Approved +Project
Ad1 PK FOUR PM PH HOUR
iA.NES CAPACITY VOL 'V /C VOL V/C
NBL _ 160t 2 .001 11 .001
NB: 2 3200 230 .100` 516 .229'
NBE C 9: 216
SBL i :60C 6- .042* 85 .053*
SK 3201 328 .134 248 .108
SER 1 192 97
EBS 2 320C 214 .067 514 .161*
EBT 3 4A0C 493 .108' 431 .093
ERR C 0 23 14
WBL 1 :000 2'_4 .134' 270 .169
WBT 3 4300 663 .151 784 .177*
WBR C 0 60 67
Existing +Growth +Approved +C miulative
AM PK HOUR PM PH HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 2 .001 11 .007
NBT 2 3200 229 .100+ 511 .227*
NBR 0 0 91 216
SBL 1 1600 67 .042* 85 .053*
SBT 2 3200 323 .133 247 .108
SBR 0 0 102 97
EBL 2 3200 214 .061* 514 .161*
EBT 3 4800 556 .121 647 .138
EBR 0 0 23 14
WBL 1 1600 214 .134 270 .169
WBT 3 4800 854 .190* 921 .206*
WBR 0 0 60 67
TOTAL CAPACITY UTILIZATION .384 .620 TOTAL CAPACITY UTILIZATION .399 .647
A -72
24. San Miguel 6 San Joaquin Hills
Existing +Growth +Approved +Cumulative +Project
AV. PK
HOUR
PM Px
HOUR
TANES
CAPACI ".Y
VOL
V/C
VOL
V/C
NBA
-
1600
2
.001
11
.007
VK
2
3,100
230
.100'
516
.229'
EBR.
0
0
01
216
5B'
1
1600
6'
.042'
65
.9531
E'BI
_
X200
328
.134
248
.108
58R
0
0
102
97
E8L
2
3200
214
.067'
514
.161'
E8"
?
4600
`56
.11
647
.138
E8R
0
23
14
HHL
1600
214
.134
270
.169
WBT.
4000
854
.190'
921
.206'
WBR
0
1
60
6?
TOTAL CAPACITY UTILIZATION .399 .649
A -73
25. Avocado 6 San Miguel
Existing
Existing+Ambient Growth +Approved Projects
AM Ph:
HOUR
PM PK
HOUR
HOUR
PM PK
HOUR
VOL
V/C
VOL
'V /C
EBL
I
;620
123
.077
1%6
.110*
NBT
1
'1610
149
.093*
60
.03B
Nan
_
:600
121
.076
655
.409
S7L
655
1600
51
.932'
222
.239
S3T
_
1600
51
.032
129
.081*
SnR
167
1600
16
.010
21
.013
EBL
_
1600
7
.004
182
.114*
£BT
2
3200
148
.063*
444
.169
EBR
0
0
53
0
98
53
WE:,
i
800
4F,?
.292*
174
.109
WBT
2
3200
435
.194
492
.1784
WBP.
O
0
18'.
0
.6
195
Prght
Turc Rdjustment
80
Right
NBR
.265"
Existing+Ambient Growth +Approved Projects
AM PK
HOUR
PM PK
HOUR
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1
1600
123
.077
176
.110*
NET
1
1600
187
.117*
68
.043
NBR
1
1600
121
.076
655
.409
SBL
1
1600
52
.033*
230
.144
SET
1
1600
57
.036
167
.104*
SBR
1
1600
16
.010
21
.013
EBL
1
1600
7
.004
182
.114*
EBT
2
3200
156
.065*
465
.176
EBR
0
0
53
53
98
98
WK
L
1600
467
.292*
174
.109
WET
2
3200
435
.197
507
.183*
WBR
0
0
195
204
78
80
Right
Turn Adjustment
-jrn Adjustmnr
NBR
HER
.248*
TOTAL CAPACITY UTILIZATION .480 .748 TOTAL CAPACITY UTILIZATION .507 .759
Existing +Growth +Approved+Project
AM PK
AN PK
FOUR
PM PK
HOUR
LANES
LANES
CAPACITY
VOL
V/C
VOL
'/ /C
NEL
I
1600
123
.Oi `.
176
.110*
NB':
i
!0"
196
.123*
70
.044
NBR
_
_o0C
12.
.076
655
.409
SBL
1
_609
53
.033*
239
.149
S8'
1600
'.600
58
.036
176
.110*
SBR
1
:601
16
.010
21
.013
EEL
1
:60C
.004
.004
182
.114*
EBT
2
3206
156
.OE5*
465
.176
HER
C
C
53
98
98
WBL
WBL
1
:600
467
.292*
174
.109
WBT
3200
3290
435
.20
507
.183*
Wei
O
C
204
78
80
Right
Rigt.t
-jrn Adjustmnr
NBR
NBR
.247'
Existing +Growth+Approved +Cumulative
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1
1600
123
.077
176
.110*
NET
1
1600
187
.117`
68
.043
NBR
1
1600
121
.076
655
.409
SBL
1
1600
52
.033*
230
.144
SET
1
1600
57
.036
167
.104*
SIR
1
1600
16
.010
21
.013
EEL
1
1600
1
.004
182
.114*
EBT
2
3200
168
.069*
502
.188
EBR
0
0
53
98
WBL
1
1600
467
.292*
174
.109
WET
2
3200
472
.206
529
.190*
WBR
0
0
195
78
Right
Turn Adjustment
NBR
.252*
TOTAL CAPACITY UTILIZATION .513 .764 TOTAL CAPACITY UTILIZATION .511 .770
A -74
25. Avocado 6 San Miquel
Existing+ Growth +Approved+Cumulative+Project
AN PR HOUR PM PH HOUR
LXES CA2ACIT'✓ VOL V/C VOL V/C
NBL 1 '1600 13 .01? 1 ?6 .110*
QT 1 iE00 '9E .123` 70 .044
NBR _ iW '21 .076 655 .409
S3L : 1000 33 .C33* 239 .149
:
1000 58 .036 1+6 .110*
S3R _ 1600 16 .010 21 .013
33. 1600 .004 182 .114'
- Tr 2 3,200 168 .069* 502 .188
;BR 0 53 98
'AB's 1 1500 46? .292' 174 .109
WET 2 3200 4'. "2 .211 529 .190*
WBR 0 0 204 80
Right Turi Adjustment NBR .251'
TOTAL CAPACITY UTILIZATION ,517 .775
A -75
33. Avocado 6 Coast Hwy
Existing
AX PK HOUR PM PK HOUR
LANES CAPAACITY VOL V/C VOL VIC
i600 78 .049 109 .068*
NET _ i600 106 .066' 90 .056
NPR i600 121 .016 163 .102
SBL ._ 50 300
SBT 0.5 3200 43 .029' 130 .134'
SBR 50 215
EEL 1 1600 199 .124' 120 .075
E87 3 4E00 1233 .267 1494 .326'
EBR 0 46 1-0
WBL 1 160-0 95 .059 119 .014*
WET 3 4800 1126 .271' 1365 ?09
ti BR C 0 P 119
Ucte: Ass..Tes NIS Sp'ic Phasing
Existing +Ambient Growth +Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL VIC VOL VIC
NBL 1 1600 78 .049 109 .068*
NET 1 1600 106 .066" 90 .056
NBR 1 1600 121 .076 163 .102
SET. 1.5 52 315
SET 0.5 3200 43 .030* 130 .1394
SBR f 53 299
EEL 1 1600 222 .139* 125 .076
EBT 3 4800 1292 .279 1567 .3414
ERR 0 0 48 71
WBL 1 1600 95 .059 119 .074`
WBT 3 4800 1188 .288* 1432 .324
WBR 0 0 193 122
Note: Assumes NIS Split Phasing
TOTAL CAPACITY UTILIZATION .490 .602 TOTAL CAPACITY UTILIZATION .523 .622
Existing +Growth +Approved +Project
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL VIC VOL VIC
NaL 1 i600 76 .049 109 .0684
1600 1106 .066` 90 .056
N5* ' !EW 121 .016 163 .102
53L :.5 53 320
Sa: 0.5 :+206 43 .�30' 130 .141*
SSR. 54 304
RBL _ 1600 221 .142' 126 .079
E5T 3 4800 1_292 .279 1567 .341*
£5R. . 0 48 71
k, 1600 95 .059 119 .0144
WET 3 4800, 138 .289= 1432 .324
W 0 0 198 123
Assumes N/S Split Phasing
TOTAL CAPACITY UTILIZATION .527 .624
A -76
Existing +Growth +Approved+Cimulative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL VIC VOL VIC
NBL 1 1600 78 .049 109 .068*
NET 1 1600 106 .066* 90 .056
NBR 1 1600 121 .076 163 .102
SBL 1.5 52 315
SET 0.5 3200 43 .030` 130 .139*
SBR f 53 299
EEL 1 1600 222 .139` 125 .078
EBT . 3 4800 1448 .312 2080 .448*
EBR 0 0 48 71
WBL 1 1600 95 .059 119 .079*
WBT 3 4800 1657 .385` 1149 .390
WBR 0 0 193 122
Note: Assumes NIS Split Phasing
TOTAL CAPACITY UTILIZATION .620 .729
33. Avocado & Coast Hwy
Exia tinge Growth +ApprovediCumulativeiProject
P3 HOUR PM ?K HOUR
LASES C ?.KITi 'VOL V/C VOL V/C
NSL 1 600 78 .049 109 .066'
NP.T 1 .600 106 .066' 90 .056
NER 1 160C 121 .016 163 .102
SEL 1.5 53 320
SET 0.5 3200 43 .030' 130 .141*
SER t 54 304
EH 1 1600 22' .142" 126 .079
F-IT 3 4800 '448 .312 2080 .44B'
E35
NS: 100 95 ,059 119 .074"
OiST 3 !.800 :65' .386' 1-149 .390
V,LR. 0. 0 198 123
Note: .Assumes NI.-' Sp:it Phasing
TOTAL CAPACITY UTILIZATION .624 .731
A -77
36. Newport Centex 6 Santa Barbara
Existing
PH PK HOUR
VOL V/C
155 .097'
102 .032
34 .021
42 .026
180 .056*
6% .042
38 .024
97 .061*
132 .083
23 1.0141*
44 .028
24
Existing4abient Growth +Approved Projects
A4 PK HOUR PH PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NEE 1 1600 77 .048* 162 .101'
NBT 2 3200 134 .042 102 .032
HER 1 1600 14 .009 34 .021
SBL 1 1600 11 .007 42 .026
SET 2 3200 76 .024* 180 .056'
SBR 1 1600 40 .025 70 .044
EEL 1 1600 37 .023* 40 .025
EST 2 3200 31 .019 105 .066*
EBR 0 0 173 .108 138 .086
WBL 0 0 2 23 (.0141*
WET 2 3200 7 .005* 53 .031
WBR 0 0 6 24
Right Turn Adjustment EBR .045*
TOTAL CAPACITY UTILIZATION .140 .228 TOTAL CAPACITY UTILIZATION .145 .237
Existing +Gxowth+Approved+Project
AM PK HOC,R PH PK HOUR
LANES CAPACI T.Y VOL V/C VOL 'V /C
piB; i600 '.? .048' 162 .101*
NST _ 3200 134 .042 102 .032
686 = :600 1.4 .009 34 .021
581: 1 1600 11 .00+ 42 .026
c8T 2 3200 '6 .024' 130 .056'
1600 41 .026 75 .04%
EEL I 1600 42 .026' 41 .026
EB: 2 3206 31 .019 105 .066*
EDP. 11 0 173 .09 138 .086
;BL C 8 2 23 (.014}+
WBT 2 320C 7 .001 53 .031
WER „ 6 24
h.3ht Turr..Adius-.mect ESP .042'
Existing +Growth+Approved+Cumulative
AM PK HOUR PH PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 77 .048' 162 .101*
NET 2 3200 134 .042 1.02 .032
NBR 1 1600 14 .009 34 .021
SBL 1 1600 11 .007 42 .026
SET 2 3200 76 .024* 180 .056*
SBR 1 1600 40 .025 10 .044
EEL 1 1600 37 .023' 40 .025
EBT 2 3200 31 .019 105 .066*
EBR 0 0 173 .108 138 .086
NBL 0 0 2 23 (.014}*
NBT 2 3200 7 .005' 53 .031
WBR 0 0 6 24
Right Turn Adjustment EBR .045*
TOTAL CAPACITY UTILIZATION .145 .237 TOTAL CAPACITY UTILIZATION .145 .237
A -78
.A'.4 P%:
HOUR
LASES
CA�aCITY
'VOL
V/C
NK
1
_c90
?3
.047*
t181
2
329(
i34
.042
NB?
!
:E9G
14
.069
SBL
_
if GO
11
.007
531
2
3200
16
.M'
S3P
i
1600
39
.C24
Eon
1600
34
.02i'
E`dT
2
3100
28
.018
E8k
0
0
165
.103
WBL
0
0
'rIBT
2
3200
5
.004'
WBR
9
0
6
.004
Right
Tuna Advus tmenc
EBR
.044`
PH PK HOUR
VOL V/C
155 .097'
102 .032
34 .021
42 .026
180 .056*
6% .042
38 .024
97 .061*
132 .083
23 1.0141*
44 .028
24
Existing4abient Growth +Approved Projects
A4 PK HOUR PH PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NEE 1 1600 77 .048* 162 .101'
NBT 2 3200 134 .042 102 .032
HER 1 1600 14 .009 34 .021
SBL 1 1600 11 .007 42 .026
SET 2 3200 76 .024* 180 .056'
SBR 1 1600 40 .025 70 .044
EEL 1 1600 37 .023* 40 .025
EST 2 3200 31 .019 105 .066*
EBR 0 0 173 .108 138 .086
WBL 0 0 2 23 (.0141*
WET 2 3200 7 .005* 53 .031
WBR 0 0 6 24
Right Turn Adjustment EBR .045*
TOTAL CAPACITY UTILIZATION .140 .228 TOTAL CAPACITY UTILIZATION .145 .237
Existing +Gxowth+Approved+Project
AM PK HOC,R PH PK HOUR
LANES CAPACI T.Y VOL V/C VOL 'V /C
piB; i600 '.? .048' 162 .101*
NST _ 3200 134 .042 102 .032
686 = :600 1.4 .009 34 .021
581: 1 1600 11 .00+ 42 .026
c8T 2 3200 '6 .024' 130 .056'
1600 41 .026 75 .04%
EEL I 1600 42 .026' 41 .026
EB: 2 3206 31 .019 105 .066*
EDP. 11 0 173 .09 138 .086
;BL C 8 2 23 (.014}+
WBT 2 320C 7 .001 53 .031
WER „ 6 24
h.3ht Turr..Adius-.mect ESP .042'
Existing +Growth+Approved+Cumulative
AM PK HOUR PH PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 77 .048' 162 .101*
NET 2 3200 134 .042 1.02 .032
NBR 1 1600 14 .009 34 .021
SBL 1 1600 11 .007 42 .026
SET 2 3200 76 .024* 180 .056*
SBR 1 1600 40 .025 10 .044
EEL 1 1600 37 .023' 40 .025
EBT 2 3200 31 .019 105 .066*
EBR 0 0 173 .108 138 .086
NBL 0 0 2 23 (.014}*
NBT 2 3200 7 .005' 53 .031
WBR 0 0 6 24
Right Turn Adjustment EBR .045*
TOTAL CAPACITY UTILIZATION .145 .237 TOTAL CAPACITY UTILIZATION .145 .237
A -78
36, Newport Center 6 Santa Barbara
Existing +Growth +Approved +Cumulative +Project
AM PV.
HOUR
PM PK
HOUR
LAiiES
CAP CITY
VCL
V/C
VOL
V/C
NEL
1
'.6C0
17
.040'
162
.101*
NPT
2
3200
.34
.042
102
.032
NO3
1
?600
i4
.00
34
.021
53L
:
1600
it
.801
42
.026
53T.
2
3200
76
.C24'
180
.056'
53R
1600
41
.C26
+5
.047
E35
-
i600
42
.026
41
.026
,BT
2
3200
31
.019
105
.066'
_BP
0
0
113
.108
138
.086
443:,
0
0
2
23 1.0141'
!,ET
2
3'00
'
.005'
53
.031
WER
d
0
6
24
Right
Turn Adjustment
"SR
.042'
TOTAL CAPACITY UTILIZATION .145 .237
A•79
37. Santa Cruz 6 Newport Center
Existing
Projects
AM PK
AM PK
HOUR
.AM PH
HCUR
PM PK
HOUR
CAPACITY
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
C
•,
10 (.006)'
}*
50 (.0311'
2
NBT
2
3200
32
.022
144
.086
NBR
C.
C
27
SBL
00
1
585
1
600
25
.016
32
.020
SET
1
`630
85
.053'
120
.075'
S83
1
:600
56
.035
103
.064
EEL
i
'.ECO
35
.022
91
.05',
E21
3200
60
.019'
102
.032'
EBR
22
600
22
.014
42
.026
A-K
:
1600
63
.C39'
116
.073*
W3T
2
3200
84
.526
102
.032
W3R.
34
'.600
34
.821
81
.051
Existing+Aubient Growth+Approved
Projects
AM PK
AM PK
HOUR
PM PK
HOUR
LANES
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0
0
10 1.006)'
50 {.031}+
50 (.031
}*
NBT
2
3200
33
.022
151
.088
NBR
0
0
27
60
60
SBL
SBL
1
1600
25
.016
32
.020
SBT
1
1600
87
.054'
127
.079*
SBR
1
1600
56
.035
103
.064
EBL
1
1600
35
.022
91
.057
EBT
2
3200
60
.019'
102
.032'
EBR
1
1600
22
.014
42
.026
WEI
1
1600
63
.039+
116
.073*
WBT
2
3200
84
.026
102
.032
WBR
1
1600
34
.021
81
.051
TOTAL CAPACITY UTILIZATION .117 .211 TOTAL CAPACITY UTILIZATION .118 .215
Existing +Growth+Approved +Project
AM PK
AM PK
ECUP
PM PK
HOUR
LANES
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0
C
i0 I.00E)'
50 {.031}+
50 ;.031)*
NBT
NET
2
3200
33
.022
151
.088
NBR
0
C
2?
60
80
SBL
SET
1
:6 00
25
.016
32
.020
SBT
1
:680
8'
.054+
127
.079*
SE?
1
16 10
56
.035
103
.064
EEL
I
'.E00
35
.022
91
.057
EET
2
32'0
65
.020'
103
.032'
EBR
1
1E00
22
.014
42
.026
WBL
_
1E00
63
.039+
116
.073*
'BT
2
3200
95
.927
107
.033
4ER
1600
i600
34
.021
81
.051
Exiating +Growth +Approved+Cwulative
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0
0
10 1.0061*
50 {.031}+
NBT
2
3200
33
.022
151
.088
NBR
0
0
27
60
SBL
1
1600
25
.016
32
.020
SBT
1
1600
87
.054*
121
.079*
SBR
1
1600
56
.035
103
.064
EBL
1
1600
35
.022
91
.057
EBT
2
3200
60
.019*
102
.032*
EBR
1
1600
22
.014
42
.026
WBL
1
1600
63
.039'
116
.073'
WET
2
3200
84
.026
102
.032
WBR
1
1600
34
.021
81
.051
TOTAL CAPACITY UTILIZATION .119 .215 TOTAL CAPACITY UTILIZATION .118 .215
A -80
37. Santa Cruz 6 Newport Center
Existing +Growth +Approved +Cumulative +Project
AM PK HOUR PM PK HOUR
7k. ES C= .PnC:TY 'JCL V/C VOL 'J /C
NBL 0 0 10 1.0061' 50 (.031)'
N3T 2 3200 33 .022 151 .088
N3R 0 0 2' 80
S95 _ 1600 25 .016 32 .020
'BT _ 1601) B7 .054' 127 .079*
S6P; _ 1000 56 .035 103 .064
E6S 1 :600 35 .022 91 .057
58; 2 3200 65 .020' 103 .032*
E6?. i 1600 22 .E4 42 .026
ABL 1 1600 63 .039' 116 .073'
19B° 2 3200 85 .027 107 .033
WER _ 160C 34 .021 81 .051
TOTAL CAPACITY UTILIZATION .119 .215
A -81
38. Newport Center 4 Santa Rosa
Existing
AM PK HOUR
LANES CAPACITY VOL 4' /C
686 1 1600 31 .019
6ST 2 3200 69 .022'
P!BR 1 1600 22 .074
SBS 1 :600 87 .054`
EST 2 3200 183 .057
SBR 1 1600 43 .027
E8i 3 0 20
EST 2 3200 39 .027'
EBR 0 0 26
WBL ".` 42
WK 2 4000 8' .032'
WBR i 1606 145 .091
Fight Tvr. ^. Y'BR .013'
60'e: Ass.:mes 7/W Spli: Phasing
PM PK HOUR
VOL V/C
38 .024
204 .064'
36 .023
80 .050*
228 .071
84 .053
84
67 .067*
63
33
102 .034•
163 .102
WBR .030'
Existing +Ambient Growth+Approved Projects
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 31 .019* 38 .024
NBT 2 3200 74 .023 225 .010'
NBR 1 1600 22 .014 36 .023
SBL 1 1600 87 .054 BO .050*
SBT 2 3200 207 .065* 240 .075
SBR 1 1600 43 .027 84 .053
EEL 0 0 20 84
EBT 2 3200 39 .027* 67 .067*
EBR 0 0 26 63
WBL 0.5 42 33
WBT 2 4000 67 .032' 102 .034*
WBR 1 1600 145 .091 163 .102
Right Turn Adjustment WBR .013' WBR .0301
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .153 .245 TOTAL CAPACITY UTILIZATION .156 .251
Existing +Growth+Approved +Project
AN P3 HOUR PM PK HOUR
Gq1 ES C.APACIT'Y VOL V/C VOL V/C
NBL 1 _611C 31 .019' 38 .024
NBT 2 3200 'S .023 230 .072`
tIB3 1 ':6 °0 22 .014 36 .023
SBL 1 1bC0 8' .054 80 .050'
59" 3' 10 212 .066' 241 .075
S29 '. E00 43 .021 84 .053
EBL 0 0 20 84
EST * 3200 44 .028' 68 .W,
EBR G 0 26 63
WK 0.5 42 33
?1ST 2 4 °00 88 .033* 107 .035*
W5F i 1600 145 .091 163 .102
fii:ht I= Arjustmen*. WBR .011' WBR .029*
Note: Assumes E /'d Sprit Phasing
Existing +Growth+Approved +Cumulative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 31 .019' 38 .024
NBT 2 3200 74 .023 225 .010*
NBR 1 1600 22 .014 36 .023
SBL 1 1600 87 .054 60 .050'
SBT 2 3200 207 .065' 240 .075
SBR 1 1600 43 .027 84 .053
EEL 0 0 20 84
EST 2 3200 50 .030' 109 .080*
EBR 0 0 26 63
WEL 0.5 42 33
WET 2 4000 126 .042* 127 .040*
W8R 1 1600 145 .091 163 .102
Right Turn Adjustment WBR .003' WBR .024*
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .157 .253 TOTAL CAPACITY UTILIZATION .159 .264
A•82
38. Newport Center 6 Santa Rosa
Existing+ Growth +Approved +Cumulative +Projact
AM PE HOUR PM PK HOUR
LAOS CAPACITY VOL V/C VOL V/C
NBL - 160.7 31 .019' 38 .024
NB': 2 3200 75 .023 230 .972'
NER 160C 22 .014 36 .023
SEE 1 [boon 8' .054 00 .050'
SET 2 3200 212 .066' 241 .075
SBR i .596 43 .027 84 .053
sEL 0 1 20 84
-.ET 2 3290 55 .032' 110 .080'
ESP C. 26 63
WEL 9.5 42 33
WET 2 !906 _ .C42+ 132 A41'
V& _ 1600 145 .o91 163 .192
Sieht Turn Acjustment WP3 .002' WBR .023'
Note: Assures EA Spit Phasing
TOTAL CAPACITY UTILIZATION .161 .266
A -83
39. Newport Center 6 San Miguel
Existing
Existing +Amhient Growth +Approved Projects
AN PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 48 .030 98 .061*
NET 2 3200 149 .OB6* 106 .066
HER 0 0 127 180 .113
SBL 0 0 61 1.0381* 104
SET 2 3200 62 .045 174 .121'
SBR 0 0 21 110
EEL 1 1600 13 .008 42 .026
EST 2 3200 41 .013* 261 .082*
EBR 1 1600 11 .011 100 .063
WBL 1 1600 132 .083* 243 .152*
WBT 2 3200 141 .044 293 .092
WBR 1 1600 101 .067 160 .100
TOTAL CAPACITY UTILIZATION .215 .412 TOTAL CAPACITY UTILIZATION .220 .416
Existing +Growth +Approved +Project
All R:(
HOUR
PM ?K
HOUR
LANES
LA'xES
°A?rCIT1Y
VCL
'V /C
VOL
V/C
HEL
!
:600
4'8
.030
98
.061'
HET
2
3: .0
:47
.OB6'
98
.061
NBfi
0
0
1'
'E'T
160
.113
SBL
C
0
55 I.0341'
C
104
EEL
SB ' ,
2
32;:0
54
.•941
114
.121'
Sp"
0
G
21
1600
110
.
EBL
_
iE00
13
.006
42
.026
EK
2
3200
3°,
.012'
248
.078*
EEfi
.867
1600
17
.011
100
.063
4. "0.,
1600
132
.083'
293
.152*
t ?ET
2
3200
138
.043
282
.086
498R
1
1600
107
.051
160
.100
Existing +Amhient Growth +Approved Projects
AN PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 48 .030 98 .061*
NET 2 3200 149 .OB6* 106 .066
HER 0 0 127 180 .113
SBL 0 0 61 1.0381* 104
SET 2 3200 62 .045 174 .121'
SBR 0 0 21 110
EEL 1 1600 13 .008 42 .026
EST 2 3200 41 .013* 261 .082*
EBR 1 1600 11 .011 100 .063
WBL 1 1600 132 .083* 243 .152*
WBT 2 3200 141 .044 293 .092
WBR 1 1600 101 .067 160 .100
TOTAL CAPACITY UTILIZATION .215 .412 TOTAL CAPACITY UTILIZATION .220 .416
Existing +Growth +Approved +Project
AN PK
AN PK
FOUR
LANES
LANES
CA.PACTTY
VOL
V/C
NBL
1
10C
48
.030
NET
2
3200
149
.096'
NBR
G
G
127
SBL
SEL
C
G
61 .0381'
SET
'E'T
2
3206
62
.045
SP.?
0
C
21
EEL
EEL
1
tECG
:3
.008
PET
3200
32C6
42
.•913+
EBfi
1600
:6CG
.
.011
WBL
_
1600
.32
.1^831
WBT
2
3200
'46
.946
WBR
B
1600
107
.867
PM PK HOUR
VOL V/C
98 .061'
106 .066
180 .113
104
174 .121*
110
42 .026
266 .083'
100 .063
243 .'_52*
294 .092
160 .'100
Existing +Growth +Approved +Cumulative
AN PK
HOUR
LANES
CAPACITY
VOL
V/C
NBL
1
1600
48
.030
NET
2
3200
149
.086*
NBR
0
0
127
SBL
0
0
61 I.03B1*
SET
2
3200
62
.045
SBR
0
0
21
EEL
1
1600
13
.006
EBT
2
3200
53
.011*
ESP.
1
1600
17
.011
WBL
1
1600
132
.083*
WET
2
3200
178
.056
WBR
1
1600
107
.067
PM PK HOUR
VOL V/C
98 .061*
106 .066
160 .113
104
174 .121"
110
42 .026
298 .093'
100 .063
243 .152+
315 .098
160 .100
TOTAL CAPACITY UTILIZATION .220 .417 TOTAL CAPACITY UTILIZATION .224 .427
A -84
39. Newport Center 6 San Miguel
Existing +Growth +Approved +Cumulative +Project
P.M P:
HOUR
PM PK
HOUR
LAN-1,
CAPPMY
VOL
V/C
VOL
V/C
SB'
1
1E00
48
.030
98
.061+
SBP
2
3200
149
.086'
106
.066
38P.
:7
0
12?
190
.113
S8L
?
0
61 !.0381'
104
SB"
2
3200
62
.045
174
.121'
SBR
0
21
110
EBL
,
1600
13
.009
42
.026
EB"
2
,200
54
.017+
303
.095'
63P.
1
1600
1?
.011
100
.063
45L
_60C
132
.083'
243
.152*
320;
1£3
.057
316
.099
h'BN
1
_iAC
10"
.06'
160
.100
TOTAL CAPACITY UTILIZATION .224 .429
A -85
4D. Newport Center /Fashion Island 6 Newport Center
Existing
AM PK HOUR PM PK HOUR
LANES C.PACI "Y VOL V/C VOL V/C
NB:, 1600 1E7 .104' 143 .089'
NBT 2 3200 58 .018 169 .053
N5R _ 1600 2'6 .173 119 .074
'600 4 .003 41 .026
1D1 2 32200 IC .003* 112 .036'
BR 0 0 1 3
ED:. 7600, 6 .004 22 .014
EDT 2 3200 98 .031' 105 .033*
PER 1 1600 125 ,078 215 .134
11181 1 1600 68 .043' 376 .235*
'118T 2 3200 41 .0 ?3 63 A26
WBR 1 1600 12 .008 52 .033
Right Turn Adjust:ner.t NEP. .031' EBR .034'
TOTAL CAPACITY UTILIZATION .218 .427
Existing +Growth +Approved +Project
AM PK HOUR PM PK HOUR
LANES C %:PAC1T''Y VOL V/C POL V/C
NBL _601 16, .104* 143 .089`
NBT 2 3202 60 .019 1 ?6 .055
NBR 1 1603 28' .136 120 .075
SBL 1 1600 4 .003 41 .026
BB' 2 3200 11 .004* 119 .038+
SBP. % 3
EBL 1 '60P 6 .004 22 .014
EDT. 2 3200 98 .031' 105 .033*
EB3 I :600, 125 .078 215 .134
WBL :601 .048+ 381 .238'
WBT. 2 327^ 41 .013 83 .026
WBR 1 :600, _� .008 52 .033
P._g:t -utC. N'BR ,035* EBR .034*
TOTAL CAPACITY UTILIZATION .222 .432
A -86
Existing +Ambient Growth +Approved
Projects
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
I
1600
167
.104*
143
.089*
NET
2
3200
60
.019
176
.055
NBR
i
1600
276
.173
119
.074
SBL
1
1600
4
.003
41
.026
SET
2
3200
11
.004*
119
.03B*
SSE
0
0
1
3
EBL
1
1600
6
.004
22
.014
EDT
2
3200
98
.031'
105
.033*
EBR
1
1600
125
.078
215
.134
WBL
1
1600
76
.048*
376
.235*
WBT
2
3200
41
.013
83
.026
WBR
1
1600
12
.008
52
.033
Right
Turn Adjustment
NBR
.032*
EBR
.034*
TOTAL CAPACITY UTILIZATION .219 .429
Existing +Growth +Approved +Cwmulative
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 167 .104* 143 .089*
NET 2 3200 60 1019 176 .055
NBR 1 1600 276 .173 119 .074
SBL 1 1600 4 .003 41 .026
SBT 2 3200 11 .004* 119 .038*
SUR 0 0 1 3
EBL 1 1600 6 .004 22 .014
EDT 2 3200 98 .031* 105 .033*
EBR 1 1600 125 .078 215 .134
WBL 1 1600 76 .04B* 376 .235*
WET 2 3200 41 .013 83 .026
WBR 1 1600 i2 .008 52 .033
Right Turn Adjustment NBR .032' EBR .034*
TOTAL CAPACITY UTILIZATION .219 .429
40. Newport Center /Fashion Island 6 Newport Center
Existing +Growth +Approved +Cumulative +Project
A!4 PK
HOUR
P14 RK
HOUR
C:P.:(ES
CADACTT'Y
VOL
V/C
VOL
V/C
NB:
1
60G
16'
AW
143
.089'
NET
2
3206
60
.019
176
.055
NBR
1
1630
281
.176
120
.075
SBL
1
iEC0
4
.003
41
.02E
SBT
2
32G0
It
.004'
119
.033'
SBR
0
0
1
3
ESL
1600
E
.004
22
.014
EST
2
3200
98
.031'
105
.033'
ER
_
1600
125
.078
215
.134
Vv3L
_
iEOO
77
.C48`
381
.238'
'4-T
2
3200
41
.C13
83
.026
WBF
1600
12
.008
52
.033
Sight
Tern P.cjustmenc
NBP.
.035"
EBR
.034'
TOTAL CAPACITY UTILIZATION .222 .432
A -x7