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HomeMy WebLinkAboutNorth Newport Center TPO Analysis (PA2008-126)CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT Agenda Item 2 August 7, 2008 TO: PLANNING COMMISSION FROM: Sharon Wood, Assistant City Manager (949) 644 -3222, swood @city.newport- beach.ca.us SUBJECT: Approval to develop 96,428 square feet of office space in Block 500, North Newport Center Planned Community, pursuant to Traffic Phasing Ordinance (PA2008 -126, TS2008 -001) APPLICANT: The Irvine Company RECOMMENDATION Adopt a resolution (Exhibit 1) making findings required by the Traffic Phasing Ordinance and approving the development, and authorize staff to issue grading and building permits. DISCUSSION Project Description & Setting The Irvine Company is requesting approval to develop 96,428 square feet of general office space in Block 500 of the North Newport Center Planned Community. Block 500 is bounded by San Joaquin Hills Road, Avocado Avenue, San Nicolas Drive and Santa Rosa Drive. The area is currently developed with office buildings and surface parking. The Traffic Phasing Ordinance (Municipal Code Chapter 15.40, "TPO ") requires that the Planning Commission make certain findings and approve the project before a building or grading permit may be issued. Background The North Newport Center Planned Community Development Plan (PC Text) was approved in December 2007 to implement the General Plan for this portion of Newport Center. Concurrent with approval of the PC Text, the City Council approved the following applications: I q Approval to develop 96,428 sq. ft. of office space in Block 500, pursuant to TPO August 7, 2008 Page 3 Transfer of development rights that converted hotel room and retail entitlement to office entitlement and transferred development entitlement from Block 600 to Block 500. 2. Zoning Implementation and Public Benefit Agreement (Development Agreement) that, among other things, reserved 72,000 square feet for a new City Hall in Block 500 and committed The Irvine Company to make and contribute to traffic improvements in the project vicinity. Development of all entitlement in the Development Agreement, pursuant to the TPO, with the exception of 72,000 square feet for a new City Hall. The City Council decided not to exercise its option on the City Hall site on May 27, 2008. In accordance with the Development Agreement, The Irvine Company is requesting use of the City Hall entitlement for general office development. A trip generation rate higher than that for general office was used for City Hall in the traffic study prepared for transfer of development rights in December 2007. As a result, not all of the development rights available in the General Plan could be transferred. The intensity analysis showed that 235,161 square feet of office development could have been transferred from Block 600 to Block 500. The traffic analysis showed that only 205,161 square feet could be transferred. To comply with both the General Plan intensity limits and the policy that a transfer of development rights may not result in adverse traffic impacts, only the lower entitlement number (205,161 square feet) resulting from the traffic analysis was transferred. Use of the remaining 30,000 square feet was suspended, but this entitlement remained in the General Plan for Block 600. The City Council approved The Irvine Company's request to convert 72,000 square feet of City Hall entitlement to general office entitlement (as provided in the Development Agreement) and to transfer 24,428 square feet (of the remaining 30,000 square feet) from Block 600 to Block 500 on July 22, 2008. The development now proposed is 96,428 square feet of general office, and the attached traffic study (Exhibit 2) analyzes this project as required by the TPO. Analysis The traffic study was prepared by Austin -Foust Associates, Inc., who prepared the trip transfer study and the TPO traffic study for the North Newport Center project in December 2007. The study finds that the project would cause a significant impact at one intersection, MacArthur Boulevard and San Joaquin Hills Road. Without the project, this intersection is projected to operate at an unsatisfactory intersection capacity utilization (ICU) rate of .914 during the PM peak hour. The project would increase the ICU to .925, an increase greater than the TPO's significance threshold of .01. The traffic study also recommends a mitigation that 5 Approval to develop 96,428 sq. ft. of office space in Block 500, pursuant to TPO August 7, 2008 Page 4 will more than offset the project's impact, reducing the ICU to a satisfactory level of .85. The mitigation is to add a third eastbound left -turn lane at the impacted intersection, an improvement that is included in the General Plan Circulation Element. The TPO includes a series of findings for the Planning Commission to make before approving a project subject to the ordinance, depending on the project's characteristics. This project is expected to be completed within 60 months of approval, and the findings of Section 15.40.030(B)(1), are applicable. Finding (b) reads as follows, The project including circulation improvements that the project proponent is required to make and /or fund, pursuant to a reimbursement program or otherwise, will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection. Section 7.3 of the Development Agreement, shown below, reflects the requirement for The Irvine Company to make the circulation improvement recommended in the traffic study for the 96,428 square foot office development. Therefore, finding (b) can be made. No later than the earlier of (i) the date City issues the certificate of occupancy for any new development under the First Building Permit (but specifically excluding the building permit for the Parking Structure), or (ii) the date that is sixty (60) months after the Effective Date, Landowner shall, in compliance with all City requirements, complete construction of a third eastbound left turn lane at the intersection of MacArthur Boulevard and San Joaquin Hills Road (within the existing right of way except for any needed dedication at the southwest corner), to mitigate traffic impacts pursuant to the Traffic Phasing Ordinance. Environmental Review The TPO finding for approval of this project, Section 15.40.030(B)(1)(b), does not require judgment by the Planning Commission. Therefore, this is a ministerial action, exempt from CEQA. Public Notice Notice of this hearing was published in the Daily Pilot, mailed to property owners within 300 feet of the property, and posted at the site a minimum of ten days in advance of this hearing, consistent with the Municipal Code. Additionally, the item A Approval to develop 96,428 sq. ft. of office space in Block 500, pursuant to TPO August 7, 2008 Page 5 appeared on the agenda for this meeting, which was posted at City Hall and on the City website. Submitted by: Sharon Wood Assistant City Manager EXHIBITS: 1. Draft resolution 2. North Newport Center Planned Community Traffic Phasing Ordinance Traffic Study, July 2008 I1 RESOLUTION NO. 2008- 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, PURSUANT TO THE TRAFFIC PHASING ORDINANCE AND TRAFFIC STUDY TS2008 -001 (PA2008 -126) WHEREAS, The Irvine Company has applied to the City of Newport Beach for approval 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(6)(1), the Project is anticipated to be complete with 60 months of project 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 Municipal Code Chapter 15.40 (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 1 I 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. The Project will be completed within sixty (60) months of project approval, and may be considered under Municipal Code section 15.40.030(6)(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 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. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission approves the Project based on the weight of the evidence in the administrative record, including Traffic Study No. TS2008 -001 and the Development Agreement. 2 I BE IT FURTHER RESOLVED that this 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: BY: Chairman BY: Secretary AYES, PLANNING COMMISSIONERS NOES, PLANNING COMMISSIONERS ABSENT, PLANNING COMMISIONERS 3 t0 Traffic Study No.TS2008 -001 (To be attached upon approval) 4 City of Newport Beach NORTH NEWPORT CENTER PLANNED COMMUNITY TRAFFIC PHASING ORDINANCE Traffic Study July 2008 Fivi Id, 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 13 NORTH NEWPORT CENTER PLANNED COMMUNITY TRAFFIC PHASING ORDINANCE TRAFFIC STUDY As part of the proposed North Newport Center Project, The Irvine Company and City have 72,000 square feet (so 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 1 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 0I70831po.doc Table 1 TRIP GENERATION SUMMARY Land Use Amount AM Peak Hour PM Peak Hour ADT In Out Total Iu Out Total TRIP RATES ITE Office (Regression E * TSF 0.95 0.13 1.08 0.19 0.93 1.12 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 s Office trip rate from "North Newport Center Traffic Phasing Ordinance Traffic Study," Austin -Foust Associates, Inc., November 2007. North Newport Center Planned Community 2 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 0170831po.doc 15 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 The 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 'T". 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 Joa uin Hills Road .72 .002 .93 .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. Traffic Phasing Ordinance Traffic Study 017083tpo.doc /tcl 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 1. 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/University 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 Joa uin Hills 0 23 0 3 No 15. Jamboree & Santa Barbara 5 0 0 1 Yes 16. Jamboree & Coast Highway 0 1 14 1 Yes 17. MacArthur & Bison 5 28 0 9 No 18. 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 Highway 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 share & Coast Highway 0 5 9 2 Yes 31. Ba side & 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 NEguel 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 0 Table 2 (Cont.) SUMMARY OF ONE PERCENT ANALYSIS 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 & Campus 9 2 0 0 Yes 5. Jamboree & Birch 9 2 0 0 Yes 6. MacArthur & Jamboree 9 2 9 2 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 & Bayview 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 18. 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. Ba side & Coast HigWay 0 0 3 14 Yes 32. Newport Center & Coast Highway 0 5 2 5 Yes 33. Avocado & Coast Highway 0 10 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 & Newport 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 Newport Center PWuwd Community Traffic Phasing Ordinmee Traffic Smdy AustimFoust Associates, Inc. 017083tpo.doc L 0 d N F^ V c F a m m r h r r N N N V 5+ b e0 r vi } Y + L o a. iTa U R L � was b n b N CO' h . . . . . . . . . {Ti o0 M OI b N b N V N N M [ � r n � b h n b b 00 R l� N V b 1� b N N N ;t� C7 } 00 � �' M ao 1+ a. O• -� N d' m in � N a0 � M �"+ N b N N . . . . . . . . . a W d M b h 1� b b 00 00 n N 7 b n b N N N 7 V M 1 l� b M iTa �n M a r n b H H h . b . �n . l° . 1� . 00 . r . N . C . b . r . b . N . N . . . . .9 x p�o4 �c++U'O�ao ° ❑ o7wv��nv,�d'd X42 4J .: �o7�igw o nw�3a3a3�a3 p t5 Y '8 9 43 4u�i 7 3 a N y N 43 48 U U U 3 3 y� a0i a0i N N �L 0 0 0 0 C C Gam' L LN W `v�i Zr� z zr''°v 'm C cv°a .G cc°amy� ,G n rV�]QQ O ^i fV M 1� 00 Oi O (V ri vi ri �D 1-� 00 0 d N F^ V c F APPENDIX A North Newport Center Planned Commur Traffic Phasing Ordinance Traffic Study Austin -Foust Associates, Inc. 017083tpo.doc IN 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 III Land Rover NB Service Center Santa Barbara Condo I OL A Church Expansion 2300 Newport Boulevard Cumulative Projects Mariners Church Newport Ridge Exodus Community Center and Tarbut V'Torah Expansion Newport Coast North Newport Center Planned Community A -2 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017083tpo.dw Figure A -1 PROJECT DISTRIBUTION - OFFICE North Newport Center Planned Community A -3 Austin -Foust Associates, Ina Traffic Phasing Ordinance Traffic Study 017083tpoFigA -I.dwg as 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 Winter /Spring 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 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 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 AA �3 I% Traffic Volume Analysis 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 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 i 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 -5 FULL OCCUPANCY YEAR: 2010 d ` Intersection: 2. MacArthur & Birch 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 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 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 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 i 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 -5 FULL OCCUPANCY YEAR: 2010 d ` 1 % Traffic Volume Analysis Southbound 627 Intersection: 3. MacArthur & Von Karman 25 0 677 7 9 Existing Traffic Volumes Based on Average Winter/Spring 2006 0 0 0 155 Peak 1 Hour Approved Cumulative 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 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 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 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 FULL OCCUPANCY YEAR: 2010 A-6 ,f5 I% Traffic Volume Analysis Easthound 290 0 4 0 294 Intersection: 4. Jamboree & Campus 0 Westbound 845 0 1 0 846 8 0 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 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. AM PEAK PERIOD Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Northbound 1520 61 25 0 1606 16 1 Southbound 2134 85 54 0 2273 23 9 Easthound 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 VON 1% Traffic Volume Analysis A -8 �1 Intersection: 5. Jamboree & Birch 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 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 1 % 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 Easthound 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 1 % Traffic Volume Analysis Southbound 2051 Intersection: 6. MacArthur & Jamboree 36 0 2149 21 9 Existing Traffic Volumes Based on Average Winter/Spring 2007 6 41 0 241 Peak 1 Hour Approved Cumulative 1 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 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 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 �V i% Traffic Volume Analysis A -10 �I Intersection: 7. Sayview & Bristol South (EB) Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Four Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Four 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 26 0 3133 31 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 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 �I 1% Traffic Volume Analysis A -11 3D Intersection: 8. Jamboree & Bristol North (WB) 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 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 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 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 3D 1% Traffic Volume Analysis Westbound 0 0 0 0 0 Intersection: 9. Jamboree & Bristol South (EB) 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 2006 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 How 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 1958 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 A -12 FULL OCCUPANCY YEAR: 2010 31 1% Traffic Volume Analysis 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% or greater 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 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-13 3D Intersection: 10. Jamboree & Bayview 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 Four 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% or greater 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 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-13 3D 1 % Traffic Volume Analysis Westbound 438 0 11 0 449 4 0 Project PM Traffic is estimated to be less than I% of Projected PM Peak i 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 -14 FULL OCCUPANCY YEAR: 2010 33 Intersection: 11. Jamboree & EastblufflUniversity 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 Four 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 I% of Projected PM Peak i 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 -14 FULL OCCUPANCY YEAR: 2010 33 I% 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. Northbound 1807 54 155 0 2016 Intersection: 12. Jamboree & Bison 22 Southbound 2302 69 124 0 2495 25 4 Existing Traffic Volumes Based on Average Winter/Spring 2007 1 0 Westbound 464 0 8 0 472 Peak 1 Hour Approved Cumulative 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. 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. 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 8 0 472 5 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 -15 FULL OCCUPANCY YEAR: 2010 51 1% Traffic Volume Analysis A -16 35 Intersection: 13. Jamboree & Eastbluff/Ford 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 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 PERIOD 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 i 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 -16 35 I% 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 A -17 FULL OCCUPANCY YEAR: 2010 3(�o Intersection: 14. Jamboree & San Joaquin Hills 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 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 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 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 A -17 FULL OCCUPANCY YEAR: 2010 3(�o I% Traffic Volume Analysis A•I8 31 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 1 Flour Direction Volume Volume Volume Volume Volume Volume Volume Northbound AM PEAK PERIOD 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 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 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•I8 31 1 % Traffic Volume Analysis A -19 3�' Intersection: 16. Jamboree & Coast Hwy Existing Traffic Volumes Based on Average WintedSpring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 11% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Four Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD 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 I% 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 I% of Projected PM Peak 1 Hour Traffic Volume. Pmject 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 3�' I% Traffic Volume Analysis A -20 31 Intersection: 17. MacArthur & Bison 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 2817 85 28 0 2930 29 5 Southbound 2357 71 53 0 2481 25 28 Eastbound 604 0 8 0 612 6 0 Westbound 694 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 31 11% Traffic Volume Analysis A -21 to Intersection: 18. MacArthur & FordlSonita Canyon 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 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 to 1% Traffic Volume Analysis Southbound 2520 76 91 0 2687 Intersection: 19. MacArthur & San Joaquin Hills 37 Eastbound 591 0 39 0 630 6 5 Existing Traffic Volumes Based on Average Winter /Spring 2007 8 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 Pmjects 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 1062 0 92 0 1154 12 36 Westbound 878 0 3 0 881 9 0 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. 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 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 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 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 -22 11 1 % Traffic Volume Analysis A -23 l.), Intersection: 20. MacArthur & San Miguel Existing Traffic Volumes Based on Average Winter /Spring 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 i Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD 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 t Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis Is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -23 l.), 1 % Traffic Volume Analysis A -24 43 Intersection: 21. MacArthur & 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 PERID 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 I% 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 43 1% Traffic Volume Analysis 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 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 i Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO A -25 FULL OCCUPANCY YEAR: 2010 Tq Intersection: 22. Santa Cruz & San Joaquin Hills 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 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 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 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 i Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO A -25 FULL OCCUPANCY YEAR: 2010 Tq A -26 0 I% Tragic Volume Analysis Intersection: 23. Santa Rosa & San Joaquin Hills Existing Tragic 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 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 Easibound 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 0 I% Traffic Volume Analysis A -27 11(li Intersection: 24. San Miguel R San Joaquin Hills 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 Four 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% 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 FULL OCCUPANCY YEAR: 2010 A -27 11(li 1% Traffic Volume Analysis A -28 l� Intersection: 25. Avocado & San Miguel 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 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 l� 1 % Traffic Volume Analysis Southbound 479 0 30 0 509 Intersection: 26. BalboatSuperior & Coast Hwy 0 Eastbound 3468 139 97 0 3704 37 5 Existing Traffic Volumes Based on Average Winter /Spring 2006 9 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Tragic Volume. Peak 1 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 1649 66 102 0 1817 18 1 Westbound 2446 98 67 0 2611 26 5 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. 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 Tragic 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 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 FULL OCCUPANCY YEAR: 2010 A -29 V Southbound 653 20 61 0 734 I% Traffic Volume Analysis 5 Eastbound 2562 77 16 0 2655 27 5 Intersection: 27. Newport & Coast Hwy 1098 33 42 0 1173 12 1 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 0 0 0 0 0 Existing Traffic Volumes Based on Average Winter /Spring 2007 Southbound 1087 33 105 0 1225 12 1 Peak 1 Hour Approved Cumulative 1534 46 83 0 1663 17 1 Westbound Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 How 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 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 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 q1 1% Traffic Volume Analysis Southbound Intersection: 28. Riverside & Coast Hwy 4 0 Eastbound 2392 96 116 0 2604 Existing Traffic Volumes Based on Average Winter /Spring 2006 Westbound 1309 52 112 0 1473 15 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 0 0 Southbound 524 0 2 0 526 5 0 AM PEAK PERIOD 1817 73 181 0 2071 21 2 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 FULL OCCUPANCY YEAR: 2010 A -31 5a I% Traffic Volume Analysis Westbound 1276 51 112 0 1439 Intersection: 29. Tustin & Coast Hwy 1 Project AM Traffic is estimated to be less than I% of Projected AM Peak 1 Hour Traffic Volume. Existing Traffic Volumes Based on Average Winter /Spring 2006 Intersection Capacity Utilization (ICU) Analysis is required. Peak 1 Four 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 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 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 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 A -32 FULL OCCUPANCY YEAR: 2010 51 1 % Traffic Volume Analysis A -33 512 Intersection: 30. DoverBayshore & 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 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 1830 49 210 0 1889 19 2 Westbound 3341 100 167 0 3608 36 14 Project PM Traffic is estimated to be less than I% 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 -33 512 1% Traffic Volume Analysis Eastbound 3170 127 95 0 3392 Intersection: 31. Bayside & Coast Hwy 14 Westi 1483 59 64 0 1606 16 2 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 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. AM PEAK PERIOD Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Northbound 446 0 4 0 450 5 0 Southbound 46 0 62 0 108 1 0 Eastbound 3170 127 95 0 3392 34 14 Westi 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 5 LI 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 5 LI 1 % Traffic Volume Analysis 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 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. Northbound 362 0 0 0 362 Intersection: 33. Avocado & Coast Hwy 0 Southbound 705 0 39 0 744 7 10 Existing Traffic Volumes Based on Average Winter /Spring 2006 18 1 Westbound 1603 64 15 0 1682 Peak 1 Hour Approved Cumulative 1 PROJECT: Pmject 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. North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 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 Four 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 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. 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: Pmject 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. North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -36 55 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 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 5� Intersection: 34. Goldenrod & 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 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 5� 1% Traffic Volume Analysis A -38 51 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 11% 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 I% of Projected PM Peak i Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utfization (ICU) Analysis is required. i PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -38 51 1% Traffic Volume Analysis A -39 Sb' Intersection: 36. Newport Center d 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 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 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 Easthound 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 Sb' 1% Traffic Volume Analysis 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 Intersection: 37. Santa Cruz & Newport Center 0 0 235 2 1 Existing Traffic Volumes Based on Average Winter/Spring 2007 0 0 0 299 Peak 1 Hour Approved Cumulative 5 Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Four 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 Utllizallon (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -00 51 1% Traffic Volume Analysis A -41 �6 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 PERIOD 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 �6 1 % Traffic Volume Analysis A -42 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 Northbound AM PEAK PERIOD 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 Easthound 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 FULL OCCUPANCY YEAR: 2010 A -42 1 % Traffic Volume Analysis Eastbound 229 0 0 0 229 Intersection: 40. Newport CemerfFashion Island & Newport Center 0 Westbound 121 0 8 0 129 1 Existing Traffic Volumes Based on Average Winter/Spring 2007 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilisation (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 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. AM PEAK PERIOD Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. 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 Utilisation (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 FULL OCCUPANCY YEAR: 2010 A-43 3. MacArthur 6 Von Barman Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 129 .061 71 .044* NBT 3 4800 974 .203* 788 .164 NBR f 800 155 SBL 1 1600 36 .023* 34 .021 SBT 3 4800 394 .082 962 .200* HER f 197 101 EBL 1 1600 35 .022 137 .086 EBT 2 3200 84 .026* 222 .069* EBR f 36 281 WBL 1 1600 102 .064* 682 .426* WBT 2 3200 184 .058 152 .048 WBR f 16 65 Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 129 .081 71 .044* NBT 3 4800 1026 .214* 845 .176 NBR f 801 155 SBL 1 1600 36 .023* 34 .021 SBT 3 4800 435 .091 1012 .211* 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 102 .064* 682 .426* WBT 2 3200 184 .058 152 .048 WBR f 16 65 TOTAL CAPACITY UTILIZATION .316 .739 TOTAL CAPACITY UTILIZATION .327 .750 Existing+Growth +Approved +project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 129 .081 71 .044* NBT 3 4800 1027 .214* 854 .178 NBR f 801 155 SBL 1 1600 36 .023* 34 .021 SST 3 4800 444 .093 1014 .211* SBR f 197 101 EEL 1 1600 35 .022 137 .086 EST 2 3200 84 .026* 222 .069* EBR f 36 281 WBL 1 1600 102 .064* 682 .426* WET 2 3200 184 .058 152 .048 WBR f 16 65 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 .327 .750 TOTAL CAPACITY UTILIZATION .373 .795 A•44 13 3. MacArthur s Von Kaman Eriating+Groxth +Approved +Cm mlative +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 129 .081 71 .044* NBT 3 4800 1177 .245* 955 .199 HER f 819 179 SBL 1 1600 36 .023* 34 .021 SBT 3 4800 502 .105 1169 .244* SBR f 197 101 EEL 1 1600 35 .022 137 .086 EBT 2 3200 84 .026* 222 .069* EBR f 36 281 WBL 1 1600 127 .079* 703 .439* WET 2 3200 184 .058 152 .048 MR f 16 65 TOTAL CAPACITY UTILIZATION .373 .796 A-45 6. MacArthur 6 Jamboree Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 214 .067 250 .078* NET 3 4800 1689 .352* 539 .112 HER 1 1600 482 .301 333 .208 SBL 2 3200 85 .027* 208 .065 SBT 3 4600 304 .063 1479 .308* SBR f 97 256 EBL 2 3200 432 .135 199 .062 EBT 3 4800 989 .206* 864 .180* EBR f 215 51 WBL 2 3200 313 .098* 612 .191* WBT 3 4800 632 .132 1026 .214 WBR f 183 103 Existing+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* NET 3 4800 1757 .366* 580 .121 NBR 1 1600 483 .302 333 .208 SBL 2 3200 86 .027* 216 .06B SBT 3 4800 339 .071 1537 .320* SBR 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 .098* 613 .192* WBT 3 4800 716 .149 1097 .229 WBR f 192 105 TOTAL CAPACITY UTILIZATION .683 .757 TOTAL CAPACITY UTILIZATION .710 .789 Existing+Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 214 .067 250 .078* NET 3 4800 1758 .366* 589 .123 NBR 1 1600 483 .302 333 .208 SBL 2 3200 86 .027* 216 .068 SBT 3 4800 348 .073 1539 .321* SBA f 107 266 EBL 2 3200 443 .138 208 .065 EBT 3 4800 1050 .219* 964 .201* EBR f 215 51 WBL 2 3200 313 .098* 613 .192* WBT 3 4800 725 .151 1099 .229 WBR f 192 105 Existing +Growth +Approved +CY lative 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 4800 1204 .251* 1050 .219* 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 .848 A-46 �5 6. MacArthur d Jamboree Eriating+Growtb +Approved +Cumulative +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 214 .067 250 .078* NBT 3 4800 1906 .397* 703 .146 NBR 1 1600 501 .313 357 .223 SBL 2 3200 86 .027* 216 .068 SBT 3 4800 424 .088 1697 .354* SBR f 113 284 EBL 2 3200 462 .144 219 .068 EBT 3 4800 1205 .251* 1059 .221* EBR f 215 51 WBL 2 3200 338 .106* 634 .196* WBT 3 4800 771 .161 1257 .262 WBR 1 192 105 TOTAL CAPACITY UTILIZATION .781 .851 A -47 W4 9. Jamboree n Bristol South (EB) Existing TOTAL CAPACITY UTILIZATION .657 .673 Existiag+Growtb +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 5 8000 2328 .299* 2072 .273 NBR 0 0 60 115 SBL 0 0 0 0 SBT 3 4800 774 .161 1343 .280* SBR 0 0 0 0 EBL 1.5 1233 .385* 995 (.424)* EBT 1.5 4800 447 .279 1041 .424 EBR 2 3200 1279 .400 1403 .438 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment EBR .014* Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 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 (.424f* EBT 1.5 4800 447 .279 1041 .424 EBR 2 3200 1265 .395 1400 .438 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment EBR .014* TOTAL CAPACITY UTILIZATION .683 .717 Existing +Growth +Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 5 8000 2500 .320* 2170 .286 NBR 0 0 60 115 SBL 0 0 0 0 SBT 3 4800 816 .170 1518 .316* SBA 0 0 0 0 EBL 1.5 1233 .385* 995 {,424)* EBT 1.5 4800 447 .279 1041 .424 EBR 2 3200 1265 .395 1400 .438 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment EBR .014* TOTAL CAPACITY UTILIZATION .684 .718 TOTAL CAPACITY UTILIZATION .705 .754 A -48 0 AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 5 8000 2127 .273* 1843 .245 NBR 0 0 60 115 SBL 0 0 0 0 SBT 3 4800 675 .141 1241 .259* SBR 0 0 0 0 EEL 1.5 1229 .384* 973 {.414]* EBT 1.5 4800 434 .271 1015 .414 EBR 2 3200 1168 .365 1285 .402 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 TOTAL CAPACITY UTILIZATION .657 .673 Existiag+Growtb +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 5 8000 2328 .299* 2072 .273 NBR 0 0 60 115 SBL 0 0 0 0 SBT 3 4800 774 .161 1343 .280* SBR 0 0 0 0 EBL 1.5 1233 .385* 995 (.424)* EBT 1.5 4800 447 .279 1041 .424 EBR 2 3200 1279 .400 1403 .438 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment EBR .014* Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 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 (.424f* EBT 1.5 4800 447 .279 1041 .424 EBR 2 3200 1265 .395 1400 .438 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment EBR .014* TOTAL CAPACITY UTILIZATION .683 .717 Existing +Growth +Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 5 8000 2500 .320* 2170 .286 NBR 0 0 60 115 SBL 0 0 0 0 SBT 3 4800 816 .170 1518 .316* SBA 0 0 0 0 EBL 1.5 1233 .385* 995 {,424)* EBT 1.5 4800 447 .279 1041 .424 EBR 2 3200 1265 .395 1400 .438 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment EBR .014* TOTAL CAPACITY UTILIZATION .684 .718 TOTAL CAPACITY UTILIZATION .705 .754 A -48 0 9, Jamboree 6 Bristol South (EB) Existing+ Growth +Approved+Omulative+Pmject AM PK HOUR PM PE HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 5 8000 2501 .320* 2179 .287 NBR 0 0 60 115 SBL 0 0 0 0 SBT 3 4800 825 .172 1520 .317* SBR 0 0 0 0 EBL 1.5 1233 .385* 995 (.424)* EDT 1.5 4800 447 ,279 1041 .424 EDP 2 3200 1279 .400 1403 .438 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment ERR .014* TOTAL CAPACITY UTILIZATION .705 .755 A-49 A 10. Jamboree 6 Bayview Existing AM PH HOUR PM IN HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .074 57 .036 NET 4 6400 1760 .284* 1650 .266* HER 0 0 56 1600 51 .074* SBL 1 1600 79 .049* 191 .119* SET 4 6400 1658 .259 2111 .330 SBR 1 1600 269 .168 81 .051 EBL 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 WBT 1 1600 4 .003 3 .002* WBR 1 1600 79 .049 130 .081 Right Turn Adjustment WBR .004* EBR .070* TOTAL CAPACITY UTILIZATION .356 .508 Existing+Growth+Approved +Project AM PH HOUR PM PH HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .074* 57 .036 NET 4 6400 1840 .296 1768 .284* NBR 0 0 56 51 SBL 1 1600 79 .049 191 .119* SET 4 6400 1773 .277* 2198 .343 SBR 1 1600 269 .168 81 .051 EBL 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 EBR .066* TOTAL CAPACITY UTILIZATION .370 .522 A -50 Existing+Ambient Growtt+Approved Projects AM PR HOUR PM PH HOUR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .074* 57 .036 NBT 4 6400 1837 .296 1746 .281* NBR 0 0 56 56 51 51 SBL 1 1600 79 .049 191 .119* SBT 4 6400 1750 .273* 2194 .343 PER 1 1600 269 .168 81 .051 EBL 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 .369 .521 Existing +Gmwth+Approved+Cumulative AM PH HOUR PM PH HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .074 57 .036 NBT 4 6400 2010 .323* 1853 .298* NBR 0 0 56 51 SBL 1 1600 79 .049* 191 .119* SOT 4 6400 1801 .281 2371 .370 SHE 1 1600 269 .168 81 .051 EBL 2 3200 34 .011 162 .051* EBT 1 1600 12 .000* 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 .395 .546 0 10, Jamboree 6 Bayview Existing+Growth :Approved +Cumalative+Projeet AM PK HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .074 57 .036 NBT 4 6400 2013 .323* 1875 .301* NBR 0 0 56 51 SBL 1 1600 79 .049* 191 .119* SBT 4 6400 1824 .285 2375 .371 SBR 1 1600 269 .168 81 .051 EBL 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 WBT 1 1600 4 .003 3 .002* WBR 1 1600 79 .049 130 .081 Right Turn Adjustment WBR .004* EBR .074* TOTAL CAPACITY UTILIZATION .395 .547 A -51 16 11. Jamboree S University Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 71 .044 38 .024* NET 3 4800 1457 .304* 1386 .289 NBA 1 1600 190 .119 254 .159 SBL 2 3200 61 .019* 155 .048 SBT 3 4800 1295 .270 1896 .395* SBR 1 1600 313 .196 426 .266 EEL 1.5 393 223 EBT 0.5 3200 100 .157* 102 .102* EBR f 33 26 WBL 1.5 295 216 WET 1.5 4800 158 .094* 129 .072* WBR f 165 93 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .574 .593 Existing+Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 71 .044* 38 .024* NET 3 4800 1591 .331 1603 .334 NBR 1 1600 195 .122 262 .164 EEL 2 3200 61 .019 157 .049 SET 3 4800 1509 .314* 2076 .433* SBR 1 1600 313 .196 426 .266 EEL 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 .014* WBR f 169 95 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .610 .633 A -52 Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 71 .044* 38 .024* NET 3 4800 1588 .331 1581 .329 HER 1 1600 195 .122 262 .164 SBL 2 3200 61 .019 157 .049 SET 3 .4800 1486 .310* 2072 .432* SBR 1 1600 313 .196 426 .266 EEL 1.5 393 223 EBT 0.5 3200 109 .151* 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+Cmlative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 71 .044 38 .024* NET 3 4800 1761 .367* 1688 .352 HER 1 1600 270 .169 310 .194 SBL 2 3200 61 .019* 157 .049 SET 3 4800 1537 .320 2249 .469* SBR 1 1600 313 .196 426 .266 EEL 1.5 393 223 EBT 0.5 3200 109 .157* 102 .102* EBR f 33 26 WBL 1.5 318 .099 305 .095* WBT 1.5 4800 159 .099* 129 .061 WBR f 169 95 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .642 .690 II 11. Jamboree 4 University Existing+ Growth +4proved+Cuimlative+Project AM PR HOUR PM PH HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 71 .044 38 .024* NET 3 4800 1764 .360* 1710 .356 NBR 1 1600 270 .169 310 .194 SBL 2 3200 61 .019* 157 .049 SBT 3 4800 1560 .325 2253 .469* SBR 1 1600 313 .196 426 .266 EBL 1.5 393 223 EBT 0.5 3200 109 .157* 102 .102* EBR f 33 26 WBL 1.5 318 .099 305 .095* WBT 1.5 4800 159 .099* 129 .O81 WBR f 169 95 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .643 .690 A -53 -71� 12. Jamboree & Bison Existing TOTAL CAPACITY UTILIZATION .465 .518 Existing+Growth +Approved +Project AM PK HOUR PM PK HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 NBL 0 0 NBT 3 4800 1346 .322* 1669 .376* NBR 0 0 201 HER 138 0 SBL 2 3200 196 .061* 181 .057* SBT 3 4800 1601 .334 2003 .417 SBR 1 1600 196 .123 118 .074 EBL 1 1600 116 .073* 67 .042 EBT 0 0 0 EBT 0 0 EBR f 0 71 EBR 35 WBL 2 3200 144 .045 273 .085* WBT 0 0 0 WBT 0 0 WBR 2 3200 175 .055 191 .060 Right Turn Adjustment 192 WBR .009* Turn Adjustment WBR TOTAL CAPACITY UTILIZATION .465 .518 Existing+Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 3 4800 1475 .350* 1891 .424* HER 0 0 207 143 SBL 2 3200 199 .062* 193 .060* SBT 3 4800 1815 .378 2179 .454 SIR 1 1600 196 .123 116 .074 EBL 1 1600 116 .073* 67 .042 EBT 0 0 0 0 EBR f 71 35 WBL 2 3200 145 .045 279 .087* WBT 0 0 0 0 WBR 2 3200 176 .055 192 .060 Right Turn Adjustment WBR .008* TOTAL CAPACITY UTILIZATION .493 .571 A -54 Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 3 4800 1472 .350* 1869 .419* HER 0 0 207 143 SBL 2 3200 199 .062* 193 .060* SBT 3 4800 1792 .373 2175 .453 SBR 1 1600 196 .123 118 .074 EBL 1 1600 116 .073* 67 .042 EBT 0 0 0 0 EBR f 71 35 WBL 2 3200 145 .045 279 .087* WBT 0 0 0 0 WBR 2 3200 176 .055 192 .060 Right Turn Adjustment WBR .008* TOTAL CAPACITY UTILIZATION .493 .566 Existing +Growth +Approved +Cumulative AM 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 .072* SBT 3 4600 1854 .386 2395 .499 SBR 1 1600 196 .123 118 .074 EBL 1 1600 116 .073* 67 .042 EBT 0 0 0 0 EBR f 71 35 WBL 2 3200 145 .045 279 .087* WBT 0 0 0 0 HER 2 3200 213 .067 215 .067 Right Turn Adjustment WBR .017* TOTAL CAPACITY UTILIZATION .550 .606 -33 12. Jamboree & Bison Ezistinq+Groeth +Approved +Cumulative +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 a NET 3 4800 1687 .395* 2023 .451* NBR 0 0 207 143 SBL 2 3200 210 .066* 230 .072* SBT 3 4800 1817 .391 2399 .500 SBR 1 1600 196 .123 110 .074 EEL 1 1600 116 .073* 67 .042 PET 0 0 a 0 ERR f 11 35 WEI 2 3200 145 .045 279 .087* WET 0 0 0 0 WBR 2 3200 213 .067 215 .067 Right Turn Adjustment WBR .017* TOTAL CAPACITY UTILIZATION .551 .610 A -55 11 13. Jamboree 6 Ford Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 364 .114* 362 .113* NBT 3 4800 1300 .291 1785 .415 NBR 0 0 98 208 SBL 1 1600 61 .038 44 .028 SET 3 4800 1541 .321* 2132 .444* SBR 1 1600 167 .104 49 .031 EBL 1.5 232 66 .041 EST 1.5 4800 239 .098* 212 .066* EBR f 271 255 WBL 1.5 131 .082 181 WET 1.5 4800 358 .112* 157 .070* WBR 1 1600 33 .021 35 .022 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .645 .693 Existing +Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 366 .114* 365 .114* NBT 3 4800 1444 .322 2022 .466 NBR 0 0 101 213 SBL 1 1600 61 .038 44 .026 SBT 3 4800 1757 .366* 2323 .484* SBR 1 1600 168 .105 49 .031 EBL 1.5 233 66 .041 EBT 1.5 4800 244 .099* 212 .066* EBR f 273 257 WBL 1.5 132 .083 187 WBT 1.5 4800 368 .115* 157 .072* WBR 1 1600 33 .021 35 .022 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .694 .736 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* NET 3 4800 1441 .321 2000 .461 NBR 0 0 101 213 SBL 1 1600 61 .038 44 .028 SBT 3 4800 1734 .361* 2319 .483* SBR 1 1600 168 .105 49 .031 EBL 1.5 233 66 .041 EBT 1.5 4800 244 .099* 212 .066* EBR f 273 257 WBL 1.5 132 .083 187 WBT 1.5 4800 368 .115* 157 .072* WBR 1 1600 33 .021 35 .022 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 1689 .135 Existing +Growth +Approved+Cemulative 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 NBR 0 0 114 257 SBL 1 1600 67 .042 66 .041 SBT 3 4800 1790 .373* 2517 .524* SBR 1 1600 168 .105 49 .031 EBL 1.5 233 66 .041 EBT 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 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .724 .807 1.) 13. Jamboree i Ford Existing+GroxtA +Approved+CSm ulative+Projwt AM PR HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 375 .111* 370 .116* NBT 3 4800 1634 .364 2141 .500 NBR 0 0 114 257 SBL 1 1600 67 .042 66 .041 SBT 3 4800 1813 .378* 2521 .525* SBR 1 1600 168 .105 49 .031 EBL 1.5 233 66 .041 EBT 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 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .729 .808 A -57 I� 16. Jamboree 6 San Joaquin Bills Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 41 .026 67 .042 NBT 3 4800 1143 .238* 1598 .333* NBR f 129 135 SBL 2 3200 665 .208* 443 .138* SBT 3 4800 1227 .256 1855 .386 SPA f 37 117 EBL 1.5 258 .081* 162 .051* EBT 1.5 4800 33 .021 34 .021 EBR f 59 57 WBL 1.5 128 .040* 189 .059* WBT 1.5 4800 12 .008 39 .024 WBR 1 1600 42 .026 67 .042 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .567 .581 Existing+Growth +Approved +project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 41 .026 68 .043 NBT 3 4800 1249 .260* 1745 .364* NBR f 133 143 SBL 2 3200 733 .229* 492 .154* SBT 3 4800 1383 .288 2002 .417 SBR f 37 117 EBL 1.5 258 .081* 163 .051* EBT 1.5 4800 33 .021 38 .024 EBR f 59 57 WBL 1.5 136 .043* 197 .062* WBT 1.5 4800 12 .008 39 .024 WBR 1 1600 81 .051 163 .102 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .613 .631 A -58 Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 41 .026 68 .043 NBT 3 4800 1249 .260* 1745 .364* NBR f 133 143 SAL 2 3200 710 .222* 488 .153* SBT 3 4800 1383 .288 2002 .417 SBR f 37 117 EBL 1.5 258 .081* 163 .051* EBT 1.5 4800 33 .021 38 .024 EBB f 59 57 WBL 1.5 13B .043* 197 .062* WBT 1.5 4800 12 .008 39 .024 WBR 1 1600 78 .049 141 .088 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .606 .630 Existing+Growth +Approved +C=lative 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* 1893 .394* NSA f 133 143 SBL 2 3200 719 .225' 526 .164* SBT 3 4800 1477 .308 2196 .458 SBR f 37 117 EBL 1.5 258 .081* 163 .051* EBT 1.5 4800 33 .021 38 .024 EBR f 59 57 WBL 1,5 136 .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 .671 �7 14. Jamboree S San Joaquin Hills Eaistinq+Grovtb +Approved +Cumulative +Project AM PK HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 41 .026 68 .043 NBT 3 4800 1427 .297* 1893 .394* NBR f 133 143 SBL 2 3200 742 .232* 530 .lW SBT 3 4800 1477 .308 2196 .458 SBR f 37 117 EBL 1.5 258 .081* 163 .051* EBT 1.5 4800 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 115 .072 183 .114 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .653 .673 A -59 11. MacArthur S Bison Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 197 .062 192 .060* NBT 4 6400 2466 .385* 2454 .383 NBR f 154 183 SBL 2 3200 76 .024* 224 .070 SBT 4 6400 2018 .315 2707 .423* SBR 1 1600 263 .164 321 .201 EBL 2 3200 224 .070 192 .060 EBT 2 3200 218 .068* 191 .060* ERR f 162 214 WBL 2 3200 383 .120* 363 .113* WBT 2 3200 217 .068 266 .083 WBR 1 1600 94 .059 141 .088 TOTAL CAPACITY UTILIZATION .597 .656 Existing+Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 198 .062 196 .061* NBT 4 6400 2565 .401* 2618 .409 NBR f 161 210 SBL 2 3200 76 .024* 224 .070 SBT 4 6400 2158 .337 2822 .941* SBR 1 1600 265 .166 331 .207 EBL 2 3200 226 .071 196 .061 EBT 2 3200 224 .070* 193 .060* EBR f 163 215 WBL 2 3200 409 .128* 370 .116* WBT 2 3200 219 .068 271 .085 WBR 1 1600 95 .059 141 .088 TOTAL CAPACITY UTILIZATION .623 .67E A -60 Existing+Ambient Growth +Approved Plojects 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 NBR f 160 201 SBL 2 3200 76 .024* 224 .070 SBT 4 6400 2130 .333 2817 .440* SBR 1 1600 265 .166 331 .207 EBL 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 WBR 1 1600 95 .059 141 .088 TOTAL CAPACITY UTILIZATION .619 .676 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 SBT 4 6400 2175 .340 2972 .464* SBR 1 1600 265 .166 331 .207 ESL 2 3200 226 .071 196 .061 EST 2 3200 235 .073* 230 .072* EBR 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 .712 17. MacArthur d Bison Existing +Growth +Approved+Cmlative +Project AM PH HOUR PM PH HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 198 .062 196 .061* NET 4 6400 2716 .424* 2711 .424 NBR f 161 210 SBL 2 3200 80 .025* 239 .075 SET 4 6400 2203 .344 2977 .465* SER 1 1600 265 .166 331 .207 EEL 2 3200 226 .071 196 .061 EBT 2 3200 235 .073* 230 .072* EBR f 163 215 WBL 2 3200 409 .128* 370 .116* WBT 2 3200 256 .080 294 .092 WBR 1 1600 110 .069 150 .094 TOTAL CAPACITY UTILIZATION .650 .714 A•61 U6 18. MacArthur E Ford /Bonita Canyon Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 107 .033 61 .019 NBT 4 6400 1918 .300* 2348 .367* HER f 83 468 SBL 2 3200 529 .165* 774 .242* SBT 4 6400 1923 .300 2328 .364 SBR f 13 49 EBL 2 3200 39 .012 27 .008 EBT 2 3200 266 .083* 299 .093* EBR 1 1600 121 .076 61 .038 WBL 2 3200 552 .173* 232 .073* WBT 2 3200 323 .101 280 .088 WBR f 900 480 Existing +Ambient 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 SBL 2 3200 529 .165* 775 .242* SBT 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 .075 *. WBT 2 3200 324 .101 284 .089 WBR f 901 480 TOTAL CAPACITY UTILIZATION .721 .775 TOTAL CAPACITY UTILIZATION .736 .801 Existing +Growth +Approved+Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 107 .033 61 .019 NBT 4 6400 2011 .314* 2535 .396* NBR f 90 479 SBL 2 3200 529 .165* 775 .242* SBT 4 6400 2067 .326 2443 .382 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 NBL 2 3200 556 .174* 239 .075* WBT 2 3200 324 .101 284 .089 WBR f 901 480 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 SBR 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 WBR f 941 503 TOTAL CAPACITY UTILIZATION .737 .807 TOTAL CAPACITY UTILIZATION .783 1865 A -62 �-I 18. MacArthur S Ford/Bonita Canyon Existing+ Growth +Approved +Cumulative +project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 107 .033 61 .019 NET 4 6400 2122 .332* 2605 .407* NBR f 162 554 SBL 2 3200 540 .169* 815 .255* SST 4 6400 2121 .331 2558 .400 SEE 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 WBR f 941 503 TOTAL CAPACITY UTILIZATION .784 .871 A -63 19. MacArthur 6 San Joaquin Hills Existing TOTAL CAPACITY UTILIZATION .650 .815 Existing +Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 135 .042* 113 .035 NET 3 4800 1370 .285 1954 .407* NBR 1 1600 192 .120 26 .016 SBL 2 3200 273 .085 499 .156* SBT 3 4800 1833 .382* 1945 .405 SBR f 596 293 EBL 2 3200 490 .153* 678 .212* EBT 3 4800 108 .030 349 .107 EBR 0 0 37 163 WBL 1 1600 9 .006 47 .029 WBT 2 3200 325 .102* 309 .097* WBR f 419 525 Existing+Amhient Growth+Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 135 .042* 113 .035 NBT 3 4800 1370 .285 1954 .407* NBR 1 1600 192 .120 26 .016 SBL 2 3200 273 .085 499 .156* SBT 3 4800 1833 .382* 1945 .405 SBR f 559 286 EEL 2 3200 485 .152* 642 .201* EST 3 4800 108 .030 349 .107 EBR 0 0 37 163 WBL 1 1600 9 .006 47 .029 WBT 2 3200 325 .102* 309 .097* WBR f 419 525 TOTAL CAPACITY UTILIZATION .678 .861 Existing +Growth +Approved+C}mulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 135 .042* 113 .035 NIT 3 4800 1486 .310 2035 .424* NBR 1 1600 221 .138 128 .080 SBL 2 3200 289 .090 545 .110* SBT 3 4800 1687 .393* 2059 .429 SBR f 588 316 EBL 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 WBT 2 3200 388 .121* 349 .109* WBR f 459 556 TOTAL CAPACITY UTILIZATION .679 .872 TOTAL CAPACITY UTILIZATION ,716 .914 A -64 S3 AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 133 .042* 111 .035 NBT 3 4000 1327 .276 1879 .391* NBR 1 1600 192 .120 26 .016 SBL 2 3200 272 .085 498 .156* SBT 3 4600 1761 .367* 1882 .392 SBR f 487 248 EBL 2 3200 449 .140* 551 .172* EBT 3 4800 105 .030 348 .106 EBR 0 0 37 163 WEI. 1 1600 9 .006 47 .029 WBT 2 3200 322 .101* 306 .096* WBR f 419 525 TOTAL CAPACITY UTILIZATION .650 .815 Existing +Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 135 .042* 113 .035 NET 3 4800 1370 .285 1954 .407* NBR 1 1600 192 .120 26 .016 SBL 2 3200 273 .085 499 .156* SBT 3 4800 1833 .382* 1945 .405 SBR f 596 293 EBL 2 3200 490 .153* 678 .212* EBT 3 4800 108 .030 349 .107 EBR 0 0 37 163 WBL 1 1600 9 .006 47 .029 WBT 2 3200 325 .102* 309 .097* WBR f 419 525 Existing+Amhient Growth+Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 135 .042* 113 .035 NBT 3 4800 1370 .285 1954 .407* NBR 1 1600 192 .120 26 .016 SBL 2 3200 273 .085 499 .156* SBT 3 4800 1833 .382* 1945 .405 SBR f 559 286 EEL 2 3200 485 .152* 642 .201* EST 3 4800 108 .030 349 .107 EBR 0 0 37 163 WBL 1 1600 9 .006 47 .029 WBT 2 3200 325 .102* 309 .097* WBR f 419 525 TOTAL CAPACITY UTILIZATION .678 .861 Existing +Growth +Approved+C}mulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 135 .042* 113 .035 NIT 3 4800 1486 .310 2035 .424* NBR 1 1600 221 .138 128 .080 SBL 2 3200 289 .090 545 .110* SBT 3 4800 1687 .393* 2059 .429 SBR f 588 316 EBL 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 WBT 2 3200 388 .121* 349 .109* WBR f 459 556 TOTAL CAPACITY UTILIZATION .679 .872 TOTAL CAPACITY UTILIZATION ,716 .914 A -64 S3 19. MacArthur S San Joaquin Bills Existing+ Growth +Approved+Cumulative+Project 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 .138 128 .080 SK 2 3200 289 .090 545 .170* SET 3 4800 1887 .393* 2059 .429 SEE f 625 323 EEL 2 3200 516 .162* 710 .222* EST 3 4600 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 Eaistinq+Growth +Approved +Cmlativa +Project w M AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 135 .042* 113 .035 NBT 3 4800 1486 .310 2035 .424* NEE 1 1600 221 .138 128 .080 SBL 2 3200 289 .090 545 .170* SET 3 4800 1887 .393* 2059 .429 SBR f 625 323 EBL 3 4800 518 .108* 710 .148* EST 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 .718 .925 TOTAL CAPACITY UTILIZATION .664 .851 A -65 D� 20. MacArthur S San Miguel Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 87 .027 98 .031* NET 3 4800 1514 .315* 1000 .208 HER 1 1600 282 .176 278 .174 SBL 2 3200 7 .002* 9 .003 SBT 3 4800 1209 .252 1500 .313* SBR 1 1600 549 .343 508 .318 EBL 2 3200 86 .027 909 .284* EBT 2 3200 73 .033* 472 .196 EBR 0 0 31 154 WBL 2 3200 224 .070* 217 .068 WBT 2 3200 164 .063 232 .082* WBR 0 0 3B 29 Right Turn Adjustment SBA .023* Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 88 .028 103 .032* NBT 3 4800 1561 .325* 1032 .215 NOR 1 1600 282 .176 278 .174 SBL 2 3200 8 .003* 10 .003 SBT 3 4800 1246 .260 1546 .322* SBR 1 1600 551 .344 511 .319 EBL 2 3200 87 .027 913 .285* EBT 2 3200 76 .036* 488 .204 EBR 0 0 40 166 NBL 2 3200 224 .070* 217 .068 WBT 2 3200 172 .066 245 .086* WBR 0 0 38 29 Right Turn Adjustment SBR .014* TOTAL CAPACITY UTILIZATION .443 .710 TOM CAPACITY UTILIZATION .448 .725 Existing+Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 93 .029 104 .033* NBT 3 4800 1561 .325* 1032 .215 NOR 1 1600 282 .176 278 .174 SBL 2 3200 8 .003* 10 .003 SBT 3 4800 1246 .260 1546 .322* SBR 1 1600 551 .344 511 .319 EBL 2 3200 B7 .027 913 .285* EBT 2 3200 77 .037* 493 .208 EBR 0 0 41 171 WBL 2 3200 224 .070* 217 .068 WBT 2 3200 177 .067 246 .086* WBR 0 0 38 29 Right Turn Adjustment SHE .015* TOTAL CAPACITY UTILIZATION .450 .726 line Sxieting +Growth +Approved+Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 125 .039 125 .039* NBT 3 4800 1706 .355* 1215 .253 WBR 1 1600 282 .176 278 .174 SBL 2 3200 8 .003* 10 .003 SBT 3 4800 1388 .289 1728 ..360* SBR 1 1600 551 .344 511 .319 EBL 2 3200 87 .027 913 .285* EBT 2 3200 76 .040* 488 .216 EBR 0 0 52 203 WBL 2 3200 224 .070* 217 .068 WBT 2 3200 172 .066 245 .086* WBR 0 0 3B 29 TOTAL CAPACITY UTILIZATION .468 .770 20. MacArthur 6 San Miguel Existing +Growth +Approved+Cumulative +Project AM PK HOUR PM PH HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 130 .041 126 .039* NBT 3 4800 1706 .355* 1215 .253 NBR 1 1600 282 .176 278 .174 SBL 2 3200 8 .003* 10 .003 SBT 3 4800 1388 .289 1728 .360* SBR 1 1600 551 .344 511 .319 EBL 2 3200 87 .027 913 .285* EBT 2 3200 77 .041* 493 .219 EBR 0 0 53 206 WBL 2 3200 224 .070* 217 .068 WBT 2 3200 177 .067 246 .086* WBR 0 0 38 29 TOTAL CAPACITY UTILIZATION .469 .770 A-67 I 22. Santa Cruz 4 San Joaquin Hills Existing AM PK HOUR PM PK AM PK HOUR PM PK HOUR VOL LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 60 .019* 413 .129* NBT 1 1600 2 .008 12 .035 NBR 0 0 10 SBL 44 1600 SBL 1 1600 21 .013 22 .014 SBT 2 3200 11 .001* 5 .003* SBR 0 0 23 .014 45 .028 ELL 1 1600 30 .019 55 .034* EST 3 4800 494 .150* 324 .101 EBR 0 0 224 WBL 199 .124 WBL 1 1600 181 .113* 54 .034 WBT 3 4800 286 .065 495 .111* WBR 0 0 26 37 TOTAL CAPACITY UTILIZATION .289 .277 Emisting+Growth+ Approved +Project 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* SBA 0 0 23 .014 45 .028 EBL 1 1600 30 .019 55 .034* EBT 3 4800 557 .164* 336 .105 EBR 0 0 228 217 .136 WBL 1 1600 183 .114* 56 .035 WBT 3 4800 295 .067 556 .124* WBR 0 0 28 37 TOTAL CAPACITY UTILIZATION .314 .294 A -68 EaistingtAmbient 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 EEL 1 1600 30 .019 55 .034* EBT 3 4800 534 .159* 332 .104 EBR 0 0 228 217 .136 WBL 1 1600 183 .114* 56 .035 WBT 3 4800 292 .067 534 .119* WBR 0 0 28 37 TOTAL CAPACITY UTILIZATION .309 .289 Existing +Growth +Approved +C mnlative 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 31 .019 32 .020 SBT 2 3200 12 .008* 5 .003* SBR 0 0 23 .014 45 .026 EEL 1 1600 30 .019 55 .034* EBT 3 4800 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 .311 .295 7J 22. Santa Cruz 6 San Joaquin Hills Haisting+Growtk +Approved +Cumulative +project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 89 .028* 424 .133* NIT 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 4800 566 .165* 374 .117 ERR 0 0 228 217 .136 WBL 1 1600 183 .114* 56 .035 WBT 3 4800 329 .076 576 .130* WBR 0 0 35 97 TOTAL CAPACITY UTILIZATION .315 .300 A-69 m 23. Santa Rosa 6 San Joaqain Rills Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 35 .022 167 .104* NBT 1 1600 6 .004* 28 .018 NBR 1 1600 67 .042 372 .233 SBL 1 1600 66 .041* 67 .042 SBT 1 1600 13 .008 7 .004* SBR 1 1600 36 .023 24 .015 EBL 1 1600 33 .021 36 .023 EST 3 4800 253 .079* 597 .144* EBR 0 0 142 .089 96 WBL 2 3200 531 .166* 250 .078* WET 3 4800 445 .104 244 .069 WBR 0 0 56 86 Right Turn Adjustment NBR .108* TOTAL CAPACITY UTILIZATION .290 .438 Existing +Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 52 .033 234 .146* NET 1 1600 6 .004* 28 .018 NBR 1 1600 94 .059 402 .251 SBL 1 1600 66 .041* 67 .042 SBT 1 1600 13 .008 7 .004* SBR 1 1600 36 .023 24 .015 EBL 1 1600 34 .021 36 .023 EBT 3 4800 256 .080* 599 .149* EBR 0 0 210 .131 116 WBL 2 3200 536 .168* 277 .087* WBT 3 4800 450 .105 251 .070 WBR 0 0 56 86 Right Turn Adjustment EBR .023* NBR .078* 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* NBT 1 1600 6 .004* 28 .018 NBR 1 1600 94 .059 402 .251 SBL 1 1600 66 .041* 67 .042 SBT 1 1600 13 .008 7 .004* SBR 1 1600 36 .023 24 .015 EEL 1 1600 34 .021 36 .023 EST 3 4800 256 .080* 599 .148* EBR 0 0 187 .117 112 WBL 2 3200 536 .168* 277 .087* WBT 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* NBT 1 1600 6 .004* 28 .018 NBR 1 1600 105 .066 444 .278 SBL 1 1600 81 .051* 79 .049 SBT 1 1600 13 .008 7 .004* SBR 1 1600 36 .023 24 .015 ESL 1 1600 34 .021 36 .023 EST 3 4800 275 .086* 646 .158* EBR 0 0 187 .117 112 WBL 2 3200 575 .180* 302 .094* WET 3 4800 491 .116 281 .079 WBR 0 0 67 100 Right Turn Adjustment HER .119* TOTAL CAPACITY UTILIZATION .321 .508 23. Santa Rosa S San Joaquin Hills Existing +Growth +Approved+Cumalative +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 52 .033 234 .146* NET 1 1600 6 .004* 28 .018 NBR 1 1600 105 .066 444 .278 SBL 1 1600 81 .051* 79 .049 SET 1 1600 13 .008 7 .004* SHE 1 1600 36 .023 24 .015 EBL 1 1600 34 .021 36 .023 EBT 3 4800 275 .086* 646 .159* EBR 0 0 210 .131 116 WBL 2 3200 575 .180* 302 .094* WBT 3 4800 491 .116 281 .079 WBR 0 0 67 100 Right Turn Adjustment EBR .010* NBR .106* TOTAL CAPACITY UTILIZATION .331 .509 A -71 24. San Miguel 6 San Joaquin Bills Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 2 .001 11 .007 NET 2 3200 229 .100* 499 .222* NBR 0 0 91 210 SBL 1 1600 67 .042* 85 .053* SAT 2 3200 316 .131 241 .106 SBR 0 0 102 97 EBL 2 3200 214 .067 514 .161* EBT 3 4800 492 .107* 431 .093 EBR 0 0 23 14 WBL 1 1600 213 .133* 264 .165 WBT 3 4800 663 .151 784 .177* WBR 0 0 60 67 Existing+Amhieut Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 2 .001 11 .007 NBC 2 3200 229 .100* 511 .227* NBR 0 0 91 216 SBL 1 1600 67 .042* 85 .053* SET 2 3200 323 .133 247 .108 SBR 0 0 102 97 EBL 2 3200 214 .067 514 .161* EBT 3 4800 493 .108* 431 .093 EBR 0 0 23 14 WBL 1 1600 214 .134* 270 .169 WBT 3 4800 663 .151 784 .171* WBR 0 0 60 67 TOTAL CAPACITY UTILIZATION .382 .613 TOTAL CAPACITY UTILIZATION .384 .618 Existing+Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 2 .001 11 .007 NET 2 3200 230 .100* 516 .229* NBR 0 0 91 216 SBL 1 1600 67 .042* 85 .053* SET 2 3200 328 .134 248 .108 SBR 0 0 102 97 EBL 2 3200 214 .067 514 .161* EBT 3 4800 493 .108* 431 .093 EBR 0 0 23 14 WBL 1 1600 214 .134* 270 .169 WBT 3 4800 663 .151 784 .177* WBR 0 0 60 67 Existing +Growth +Approved +Cumulative AM PK HOUR PM IN 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 B54 .190* 921 .206* WBR 0 0 60 67 TOTAL CAPACITY UTILIZATION .384 .620 TOTAL CAPACITY UTILIZATION .399 .647 A -72 qt 24. San Miguel 6 San Joaquin Hills Hxisting+GroutA +Approved +Cumulative +Project AM PH HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 2 .001 11 .007 NBT 2 3200 230 .100* 516 .229* NPR 0 0 91 216 SBL 1 1600 67 .042* 85 .053' SBT 2 3200 328 .134 248 .108 SBR 0 0 102 97 EBL 2 3200 214 .067* 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 .399 .649 A -73 25. Avocado s San Miguel Extating AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 123 .077 176 .110* NBT 1 1600 148 .093* 60 .038 NBR 1 1600 121 .076 655 .409 SBL 1 1600 51 .032* 222 .139 SBT 1 1600 51 .032 129 .081* SBR 1 1600 16 .010 21 .013 EBL 1 1600 7 .004 182 .114* EBT 2 3200 148 .063* 444 .169 PER 0 0 53 98 WBL 1 1600 467 .292* 174 .109 WBT 2 3200 435 .194 492 .178* WBR 0 0 187 76 Right "urn Adjustment NBR .265* TOTAL CAPACITY UTILIZATION .680 .748 Existing+Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 123 .077 176 .110* NBT 1 1600 196 .123* 70 .044 NBR 1 1600 121 .076 655 .409 SBL 1 1600 53 .033* 239 .149 SBT 1 1600 58 .036 176 .110* 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 98 WBL 1 1600 467 .292* 174 .109 WBT 2 3200 435 .200 507 .183* WBR 0 0 204 80 Right Turn Adjustment NBR .247* TOTAL CAPACITY UTILISATION .513 .764 A -74 Existing+Ambient Growth +Approved projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 123 .077 176 .110* NBT 1 1600 187 .117* 68 .043 NBR 1 1600 121 .076 655 .409 SBL 1 1600 52 .033* 230 .144 SBT 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 98 WBL 1 1600 467 .292* 174 .109 WET 2 3200 435 .197 507 .183* WBR 0 0 195 78 Right Turn Adjustment NBR .248* TOTAL CAPACITY UTILISATION .507 .759 Existing +Growth +Approved+Cumalative 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 SBT 1 1600 57 .036 167 .104* SBR 1 1600 16 .010 21 .013 EBL 1 1600 7 .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 .208 529 .190* WBR 0 0 195 78 Right Turn Adjustment NBR .252* TOTAL CAPACITY UTILIZATION .511 .770 93 25. Avocado 6 San Miguel Existing+ Growth +Approved+C=Iativa+Projact AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 123 .077 176 .110* NET 1 1600 196 .123* 70 .044 NBR 1 1600 121 .076 655 .409 SBL 1 1600 53 .033* 239 .149 SET 1 1600 58 .036 176 .110* SBR 1 1600 16 .010 21 .013 EEL 1 1600 7 .004 182 .114* EBT 2 3200 168 .069* 502 .188 EBR 0 0 53 98 WEI 1 1600 467 .292* 174 .109 WET 2 3200 472 .211 529 .190* WBR 0 0 204 80 Right Turn Adjustment NBR .251* TOTAL CAPACITY UTILIZATION .517 .775 A -75 l 33. Avocado 6 Coast Hwy Existing 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 50 300 SBT 0.5 3200 43 .029* 130 .134* SBR f 50 275 EBL 1 1600 199 .124* 120 .075 EBT 3 4800 1233 .267 1494 .326* EBR 0 0 48 70 WBL 1 1600 95 .059 119 .074* WBT 3 4800 1126 .271* 1365 .309 WBR 0 0 177 119 Note: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .490 .602 Existing+Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL V/C NBL 1 1600 76 .049 109 .068* NET 1 1600 106 .066* 90 .056 NBR 1 1600 121 .076 163 .102 SBL 1.5 53 320 SBT 0.5 3200 43 .030* 130 .141* SBR f 54 304 EBL 1 1600 227 .142* 126 .079 EBT 3 4800 1292 .279 1567 .341* EBR 0 0 48 71 WBL 1 1600 95 .059 119 .074* WBT 3 4800 1188 .289* 1432 .324 WBR 0 0 198 123 Note: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .521 .624 A -76 Hxisting+Anbient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL VIC NBL 1 1600 78 .049 109 .068* NBT 1 1600 106 .066* 90 .056 NBR 1 1600 121 .076 163 .102 SBL 1.5 52 315 SBT 0.5 3200 43 .030* 130 .139* SBR f 53 299 EBL 1 1600 222 .139* 125 .078 EBT 3 4800 1292 .279 1567 .341* EBR 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 .523 .622 Existing +Growth +Approved +Cmlative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL VIC NBL 1 1600 78 .049 109 .068* NBC 1 1600 106 .066* 90 .056 NBR 1 1600 121 .076 163 .102 SBL 1.5 52 315 SBT 0.5 3200 43 .030* 130 .139* SBR f 53 299 EBL 1 1600 222 .139* 125 .078 EBT 3 4800 1448 .312 2080 .448* EBR 0 0 48 71 WBL 1 1600 95 .059 119 .074* WBT 3 4800 1657 .385* 1749 .390 WBR 0 0 193 122 Note: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .620 .729 33. Avocado E Coast Hwy Existing+ Growth +Approvad+Cumulative+Project AM PR HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 78 .049 109 .068* NBT 1 1600 106 .066* 90 .056 NBA 1 1600 121 .076 163 .102 SBL 1.5 53 320 SBT 0.5 3200 43 .030* 130 .141* SBR f 54 304 EBL 1 1600 227 .142* 126 .079 EST 3 4800 1448 .312 2080 .448* ERR 0 0 48 71 WBL 1 1600 95 .059 119 .074* WET 3 4800 1657 .386* 1749 .390 WBR 0 0 198 123 Note: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .624 .731 A -77 is 36. Newport Center 6 Santa Barbara Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 75 .047* 155 .097* NET 2 3200 134 .042 102 ,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 39 .024 67 .042 EBL 1 1600 34 .021* 38 .024 EBT 2 3200 28 .018 97 .061* EBR 0 0 165 .103 132 .083 WBL 0 0 2 23 {.014)4 WBT 2 3200 5 .004* 44 .028 WBR 0 0 6 .004 24 Right Turn Adjustment EBR .044* TOTAL CAPACITY UTILIZATION .140 .228 Existing +Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 77 .048* 162 .101* NBT 2 3200 134 .042 102 .032 NOR 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42 .026 SBT 2 3200 76 .024* 180 .056* SBR 1 1600 41 .026 75 .047 EBL 1 1600 42 .026* 41 .026 EBT 2 3200 31 .019 105 .066* EBR 0 0 173 .108 138 .086 WBL 0 0 2 23 ).014)* WBT 2 3200 7 .005* 53 .031 WBR 0 0 6 24 Right Turn Adjustment EBR .042* TOTAL CAPACITY UTILIZATION .145 .237 A -78 Existing+Ambient Growth+Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 77 .048* 162 .101* NBT 2 3200 134 .042 102 .032 NBA 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42 .026 SBT 2 3200 76 .024* 1BO .056* SBR 1 1600 40 .025 70 .044 EBL 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 1,0141* WBT 2 3200 7 .005* 53 .031 WBR 0 0 6 24 Right Turn Adjustment EBR .045* TOTAL CAPACITY UTILIZATION .145 .237 Existing+Growth +Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 77 .048* 162 .101* NBT 2 3200 134 .042 102 .032 NBR 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42 .026 .SBT 2 3200 76 .024* 180 .056* SBR 1 1600 40 .025 70 .044 EEL 1 1600 37 .023* 40 .025 EBT 2 3200 31 .019 105 .066* EBR 0 0 173 .108 138 .086 WBL 0 0 2 23 ).014)* WBT 2 3200 7 .005* 53 .031 WBR 0 0 6 24 Right Turn Adjustment EBR .045* TOTAL CAPACITY UTILIZATION .145 .237 9q 36. Newport Center & Santa Barbara Existing+ Growth +Approved +Ctmnlative +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 77 .048* 162 .101* NBT 2 3200 134 .042 102 .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 41 .026 75 .047 EEL 1 1600 42 .026* 41 .026 EST 2 3200 31 .019 105 .066* EBR 0 0 173 .108 138 .086 WBL 0 0 2 23 1.014)* WBT 2 3200 7 .005* 53 .031 WBR 0 0 6 24 Right Turn Adjustment EBR .042* TOTAL CAPACITY UTILIZATION .145 .237 A -79 11 37. Santa Cruz 6 Newport Centex Existing Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 10 1.0061* 0 50 1.031]* 10 1.006)* NET 2 3200 32 .022 144 .086 NBR 0 0 27 0 80 27 SBL 1 1600 25 .016 32 .020 SET 1 1600 85 .053* 120 .075* 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* WBT 2 3200 84 .026 102 .032 WBR 1 1600 34 .021 81 .051 Existing+Ambient Growth +Approved Projects AM PK AM PK AM PK HOUR PM PK HOUR VOL LANES CAPACITY VOL V/C VOL V/C NBL 0 0 10 1.006)* .022 50 (.0311* 0 NET 2 3200 33 .022 151 .088 NBR 0 0 27 67 80 SBR SBL 1 1600 25 .016 32 .020 SIT 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 WBL 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 HOUR LANES LANES CAPACITY VOL V/C NBL 0 0 10 1.006)* NBT NUT 2 3200 33 .022 NBR 0 0 27 SBL SBL 1 1600 25 .016 SBT 1 1600 67 .054* SBR 1 1600 56 .035 EBL 1 1600 35 .022 EBT 2 3200 65 .020* EBR 1 1600 22 .014 WBL 1 1600 63 .039* WBT 2 3200 85 .027 WBR 1 1600 34 .021 PM PK HOUR VOL V/C 50 ).0311* 151 ,088 80 32 .020 127 ,079* 103 .064 91 .057 103 .032* 42 .026 116 .073* 107 .033 81 .051 Existing +Growth +Approved +CYmalative AM PK HOUR LANES CAPACITY VOL V/C NBL 0 0 10 1.0061* NBT 2 3200 33 .022 NBR 0 0 27 SBL 1 1600 25 .016 SET 1 1600 87 .054* SBR 1 1600 56 .035 EBL 1 1600 35 .022 EBT 2 3200 60 .019* EBR 1 1600 22 .014 WBL 1 1600 63 .039* WBT 2 3200 84 .026 WBR 1 1600 34 .021 PM PK HOUR VOL V/C 50 1.0311* 151 .088 80 32 .020 127 .079* 103 .064 91 .057 102 .032* 42 .026 116 .073* 102 .032 81 .051 TOTAL CAPACITY UTILIZATION .119 .215 TOTAL CAPACITY UTILIZATION .118 .215 A -80 Lq 37. Santa Crax & Newport Center Existing+ Growth +Approved+Cmulative +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 10 [.0061* 50 1.0311* NET 2 3200 33 .022 151 .088 NBR 0 0 27 80 SBL 1 1600 25 .016 32 .020 SET 1 1600 87 .054* 127 .079* SBR 1 1600 56 .035 103 .064 EBL 1 1600 35 .022 91 .057 EBT 2 3200 65 .020* 103 .032* EBR 1 1600 22 .014 42 .026 WBL 1 1600 63 .039* 116 .073* WBT 2 3200 85 .027 107 .033 WBR 1 1600 34 .021 81 .051 TOTAL CAPACITY UTILIZATION .119 .215 A -81 it 38. Newport Centex & Santa Rosa Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019 38 .024 NBC 2 3200 69 .022* 204 .064* NBR 1 1600 22 .014 36 .023 SBL 1 1600 87 .059* 80 .050* SBT 2 3200 183 .057 228 .071 SBR 1 1600 43 .027 84 .053 EBL 0 0 20 84 EBT 2 3200 39 .027* 67 .067* EBR 0 0 26 63 WBL 0.5 42 33 WBT 2 4000 87 .032* 102 .034* WBR 1 1600 145 .091 163 .102 Right Turn Adjustment WBR .018* WBR .030* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .153 .245 Existing+Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019* 38 .024 NBT 2 3200 75 .023 230 .072* NBR 1 1600 22 .014 36 .023 SBL 1 1600 87 .054 80 .050* SBT 2 3200 212 .066* 241 .075 SBR 1 1600 43 .027 84 .053 EBL 0 0 20 84 EBT 2 3200 44 .028* 68 .067* EBR 0 0 26 63 WBL 0.5 42 33 WBT 2 4000 88 .033* 107 .035* WBR 1 1600 145 .091 163 .102 Right Turn Adjustment WBR .011* WBR .029* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .157 .253 A -82 Existing+Amhient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019* 3B .024 NBT 2 3200 74 .023 225 .010* NBR 1 1600 22 .014 36 .023 SBL 1 1600 87 .054 00 .050* SET 2 3200 207 .065* 240 .075 SBR 1 1600 43 .027 84 .053 EBL 0 0 20 84 EBT 2 3200 39 .027* 67 .067* EBR 0 0 26 63 WBL 0.5 42 33 WBT 2 4000 87 .032* 102 .034* WBR 1 1600 145 .091 163 .102 Right Turn Adjustment WBR .013* WBR .030* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .156 .251 Existing +Growth +Appxoved+Omulative 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 .070* 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 EBL 0 0 20 84 EBT 2 3200 50 .030* 109 .080* EBR 0 0 26 63 WBL 0.5 42 33 WBT 2 4000 126 .042* 127 .040* WBR 1 1600 145 .091 163 .102 Right Turn Adjustment WBR .003* WBR .024* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .159 .264 16 I 38. Newport Centex S Santa Rasa Existing +Growth +Approved+Cumulative +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019' 38 .024 NET 2 3200 75 .023 230 .072* NBR 1 1600 22 .014 36 .023 SBL 1 1600 87 .054 80 .050* SET 2 3200 212 .066* 241 .075 SBR 1 1600 43 .027 84 .053 EBL 0 0 20 84 EBT 2 3200 55 .032* 110 .080* ERR 0 0 26 63 WBL 0.5 42 33 WBT 2 4000 127 .042* 132 .041* WBR 1 1600 145 .091 163 .102 Right Turn Adjustment WBR .002* WBR .023* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .161 .266 A -83 16;z 39. Newport Center L Ben Miguel Existing AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 98 .061* NBT 2 3200 147 .086* 98 .061 NBR 0 0 127 0 180 .113 SBL 0 0 55 (.0341* 2 104 62 SBT 2 3200 54 .041 174 .121* SBR 0 0 21 1 110 13 EEL 1 1600 13 .008 42 .026 EBT 2 3200 39 .012* 248 .078* ERR 1 1600 17 .011 100 .063 WBL 1 1600 132 .083* 243 .152* WBT 2 3200 138 .043 282 .068 WBR 1 1600 107 .067 160 .100 TOTAL CAPACITY UTILIZATION .215 .412 Wating +Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 98 .061* NBT 2 3200 149 .086* 106 .066 NBA 0 0 127 180 .113 SBL 0 0 61 1.0381* 104 SBT 2 3200 62 .045 174 .121* SBR 0 0 21 110 EBL 1 1600 13 .008 42 .026 EBT 2 3200 42 .013* 266 .083* EBR 1 1600 17 .011 100 .063 WBL 1 1600 132 .083* 243 .152* WBT 2 3200 146 .046 294 .092 WBR 1 1600 107 .067 160 .100 TOTAL CAPACITY UTILIZATION .220 .417 A -84 Wsting+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 98 .061* NBT 2 3200 149 .086* 106 .066 NBR 0 0 127 127 180 .113 SBL 0 0 61 [.0381* 61 [.0381* 104 104 SBT 2 3200 62 .045 174 .121* SBR 0 0 21 21 110 110 EBL 1 1600 13 .008 42 .026 EST 2 3200 41 .013* 261 .082* ERR 1 1600 17 .011 100 .063 WBL 1 1600 132 .083* 243 .152* WBT 2 3200 141 .044 293 .092 WBR 1 1600 107 .067 160 .100 TOTAL CAPACITY UTILIZATION .220 .416 Existing+Growth +Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 98 .061* NBT 2 3200 149 .086* 106 .066 NBR 0 0 127 180 .113 SBL 0 0 61 [.0381* 104 SBT 2 3200 62 .045 174 .121* SBR 0 0 21 110 EBL 1 1600 13 .008 42 .026 EBT 2 3200 53 .017* 298 .093* EBR 1 1600 17 .011 100 .063 WBL 1 1600 132 .083* 243 .152* WBT 2 3200 178 .056 315 .098 WBR 1 1600 107 .067 160 .100 TOTAL CAPACITY UTILIZATION .224 .427 103 39. Newport Center 6 San Miguel Existing+ Growth +Approved+GSmulative +project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 98 .061* NBT 2 3200 149 .086* 106 .066 NBR 0 '0 127 180 .113 SBL 0 0 61 (.038(* 104 SBT 2 3200 62 .045 174 .121* SBR 0 0 21 110 EBL 1 1600 13 .008 42 .026 EBT 2 3200 54 .017* 303 .095* EBR 1 1600 17 .011 100 .063 WBL 1 1600 132 .083* 243 .152* WIT 2 3200 183 .057 316 .099 WBR 1 1600 107 .067 160 .100 TOTAL CAPACITY UTILIZATION .224 .429 A -85 16 40. Newport Center /Fashion Island S Newport Center Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .104* 143 .089* NBT 2 3200 58 .018 169 .053 NBR 1 1600 276 .173 119 .074 SBL 1 1600 4 .003 41 .026 SBT 2 3200 10 .003* 112 .036* SBR 0 0 1 3 EBL 1 1600 6 .004 22 .014 EBT 2 3200 98 .031* 105 .033* ERR 1 1600 125 .078 215 .134 WBL 1 1600 68 .043* 376 .235* WBT 2 3200 41 .013 83 .026 WBR 1 1600 12 .008 52 .033 Right Turn Adjustment NBR .037* EBR .034* Existing+Amhient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .104* 143 .OB9* NUT 2 3200 60 .019 176 .055 NBR 1 1600 276 .173 119 .074 SBL 1 1600 4 .003 41 .026 SBT 2 3200 11 .004* 119 .038* SBR 0 0 1 3 EBL 1 1600 6 .004 22 .014 EBT 2 3200 98 .031* 105 .033* ERR 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 .218 .427 TOTAL CAPACITY UTILIZATION .219 .429 Existing +Growth +Approved +Project AM PK HOUR AM PK HOUR PM PK HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .104* 143 .089* NET 2 3200 60 .019 176 .055 NBR 1 1600 281 .176 120 .075 SBL 1 1600 4 .003 41 .026 SBT 2 3200 11 .004* 119 .038* SBR 0 0 1 3 1 EBL 1 1600 6 .004 22 .014 EBT 2 3200 98 .031* 105 .033* EBR 1 1600 125 .078 215 .134 WBL 1 1600 77 .048* 381 .238* WBT 2 3200 41 .013 83 .026 WBR 1 1600 12 .008 52 .033 Right Turn Adjustment NBR .035* EBR .034* Existing +Growth +Approved +Cemnlative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .104* 143 .089* NBC 2 3200 60 .019 176 .055 NBR 1 1600 276 .173 119 .074 SBL 1 1600 4 .003 41 .026 SBT 2 3200 11 .004* 119 .038* SBR 0 0 1 3 EBL 1 1600 6 .004 22 .014 EBT 2 3200 98 .031* 105 .033* EBR 1 1600 125 .078 215 .134 WEL 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 .222 .432 TOTAL CAPACITY UTILIZATION .219 .429 A -86 165 40. Newport Center /Fashion Island S Newport Center Existing+ Growth +Approved+Cmmzlative+Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .104* 143 .089* NBT 2 3200 60 .019 176 .055 NBR 1 1600 281 .176 120 .075 SBL 1 1600 4 .003 41 .026 SBT 2 3200 11 .004* 119 .038* SBR 0 0 1 3 EEL 1 1600 6 .004 22 .014 EBT 2 3200 98 .031* 105 .033* ERR 1 1600 125 .078 215 .134 WBL 1 1600 77 .048* 381 .238* WBT 2 3200 41 .013 83 .026 WBR 1 1600 12 .008 52 .033 Right Turn Adjustment NBR .035* EBR .034* TOTAL CAPACITY WILIEATION .222 .432 A -87 jb�