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HomeMy WebLinkAbout1740 - RECOMMEND APPROVAL OF TS_NORTH NEWPORT CENTERi RESOLUTION NO. 1740 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH RECOMMENDING APPROVAL OF TRAFFIC STUDY NO. TS2007 -001 REGARDING NORTH NEWPORT CENTER WHEREAS, The Irvine Company has applied to the City of Newport Beach for the Zoning Amendment specified in the North Newport Center Planned Community Development Plan and Development Agreement to implement the General Plan for future development in North Newport Center, which consists of parts of Newport Center Block 500, Newport Center Block 600, parts of San Joaquin Plaza, and Fashion Island (the "Project'). WHEREAS, consistent with Municipal Code section 15.40.030(B)(2), the Project includes a Comprehensive Phased Land Use Development and Circulation System Improvement Plan with construction of all phases of the Project not anticipated to be complete with 60 months of project approval. WHEREAS, consistent with Municipal Code section 15.40.030(B)(2)(a), the Project is subject to a development agreement entitled Zoning Implementation and Public Benefit Agreement Between the City of Newport Beach and The Irvine Company LLC Conceming North Newport Center (Fashion Island, Block 500, Block 600, and San Joaquin Plaza) ( "Development Agreement'). WHEREAS, the proposed Zoning Amendment would bring the zoning for North Newport Center into consistency with the General Plan land use designations for North Newport Center by adoption of development and use regulations consistent with General Plan development rights and policies. WHEREAS, a traffic study, entitled North Newport Center Traffic Phasing Ordinance Traffic Study (Austin -Foust Associates, Inc., November 6, 2007), was prepared for the Project in compliance with Municipal Code Chapter 15.40 (Traffic Phasing Ordinance). WHEREAS, even though the development agreement provides for the potential build out of the Project over a period of twenty years, the traffic study studied the worst -case scenario where all the development in the Project would be completed before 60 months, specifically by 2009. 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 three intersections to exceed the Level of Service (LOS) "D" standard under the Traffic Phasing Ordinance: (1) MacArthur Boulevard and San Joaquin Hills Road, (2) Goldenrod Avenue and Pacific Coast Highway, and (3) Marguerite Avenue and Pacific Coast Highway. 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 in the early phase of development, upon issuance of a certificate of occupancy for the first building constructed pursuant to the Development Agreement, but not later than 60 months after the approval of the Project. The traffic study determined based on sufficient data and analysis that the Project under a worst -case scenario of full build -out by 2009, when taken together with the circulation improvement, will not cause or make worse an unsatisfactory level of traffic service at MacArthur Boulevard and San Joaquin Hills Road. WHEREAS, the General Plan recognizes and accepts that no feasible improvements are desired under the General Plan for the intersection of Goldenrod Avenue and Pacific Coast Highway and the intersection of Marguerite Avenue and Pacific Coast Highway, and therefore the General Plan establishes LOS "E" as the City's standard at these two intersections. WHEREAS, The Irvine Company has completed the following circulation improvements in the vicinity of the Project in advance of project approval: 1. A traffic signal at the intersection of Santa Cruz Drive and San Clemente Drive in Newport Center Block 800. 2. Construction of half- section of MacArthur Boulevard to ultimate width along frontage of the Freeway Reservation property. 3. Construction of half- section of MacArthur Boulevard to ultimate width along frontage of The Irvine Company's property at Newport Village. 4. Construction of half- section of MacArthur Boulevard to ultimate width along frontage of Big Canyon Area 16. 5. Widening of MacArthur Boulevard between Ford Road and the San Joaquin Hills Transportation Corridor to provide for a minimum of six travel lanes and a minimum of three northbound travel lanes. 2 6. Dedication of right of way along the west side of MacArthur Boulevard between Pacific Coast Highway and San Joaquin Hills Road. WHEREAS, The Irvine Company constructed the circulation improvements listed above for a project encompassing unbuilt units that are being extinguished by the current Development Agreement. Thus, the circulation improvements listed above contribute to early mitigation for the project covered by the current Development Agreement. WHEREAS, the Development Agreement also requires The Irvine Company, no later than 60 months after the Development Agreement goes into effect, to spend or contribute to the City a maximum of $2.5 million on the design and construction of one or more of the following circulation improvements, should the City choose to approve the circulation improvements after its environmental review and approval process in compliance with the California Environmental Quality Act. These circulation improvements modify roadways and intersections to increase their capacity or improve circulation.: 1. Widening of Avocado Avenue between San Miguel Drive and San Nicolas Drive; 2. Widening, operational improvements, or other capacity enhancements to San Miguel Drive between MacArthur Boulevard and Avocado Avenue; 3. Installation of a traffic signal at the intersection of Newport Center Drive and San Nicolas Drive; 4. Installation of a traffic signal at the intersection of Newport Center Drive and Center Drive; and 5. Other circulation improvements in the Newport Center area mutually agreed upon by the City's Director of Public Works and The Irvine Company. WHEREAS, the Project does not make the Land Use and Circulation Elements of the General Plan inconsistent by the impact of project trips, including the circulation improvements, when added to the trips resulting from development anticipated to occur within the City based on the Land Use Element of the General Plan and Zoning Ordinance because: The development included in the Project is consistent with the General Plan, and City Council Resolution No. 2007 -3 provides that no land use, or density or intensity of use, may be permitted unless it is consistent with both the General Plan and the Zoning Code. 3 2. 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 3. The General Plan recognizes and accepts that no feasible improvements are desired for the intersection of Goldenrod Avenue and Pacific Coast Highway and the intersection of Marguerite Avenue and Pacific Coast Highway, and therefore the General Plan establishes LOS "E" as the City's standard at these two intersections. WHEREAS, the Planning Commission considered the foregoing improvements and contributions and determined: 1. Consistent with Municipal Code section 15.40.030(B)(2)(d)(1), construction of a third eastbound left -turn lane to the intersection of MacArthur Boulevard and San Joaquin Hills Road will provide implementation of traffic mitigation that will not cause or make worse an unsatisfactory level of service for an impacted primary intersection for which there is a feasible improvement. 2. Consistent with Municipal Code section 15.40.030(B)(2)(d)(2), no feasible improvements are desired under the General Plan for the intersection at Goldenrod Avenue at Pacific Coast Highway and the intersection at Marguerite Avenue at Pacific Coast Highway and therefore the General Plan establishes LOS "E" as the City's standard at these two intersections. The benefits provided by the circulation enhancements that are required in the development agreement are improvements that, once implemented, will outweigh the adverse impact of project trips at the identified impacted intersections for which there are no desired and therefore no feasible improvements that would if fully satisfy the provisions of section 15.40.030(B)(1)(b). WHEREAS, the Planning Commission held a public hearing on November 15 and November 29, 2007, in the City Council Chambers, 3300 Newport Boulevard, Newport Beach, California, at which time the Planning Commission considered the Development Agreement and proposed Zoning Amendment specified in the North Newport Center Planned Community Development Plan. 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. N NOW, THEREFORE, based on the weight of the evidence in the administrative record, including the traffic study, the Planning Commission finds th at: 1. The Project meets the requirements for a Comprehensive Phased Land Use Development and Circulation System Improvement Plan with all phases not anticipated to be complete within 60 months of project approval, as defined in Municipal Code section 15.40.030(B)(2). 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, all of the findings for approval in section 15.40.030(6)(2) can be made with respect to the intersection of MacArthur Boulevard and San Joaquin Hills Road. 4. Based on the weight of the evidence in the administrative record, including the traffic study and the Development Agreement, the finding in section 15.40.030(B)(2)(b) cannot be made with respect to the intersection of Goldenrod Avenue and Pacific Coast Highway and the intersection of Marguerite Avenue and Pacific Coast Highway. . 5. Based on the public benefits included in the Development Agreement, including early payment of park fees, availability of a site for City Hall, funding for construction of City Hall, circulation improvements at locations in the vicinity of the Project at other than impacted primary intersections, and water conservation and water quality measures, the Project will result in benefits that outweigh the project's anticipated negative impact on the circulation system at the intersection of Goldenrod Avenue and Pacific Coast Highway and the intersection of Marguerite Avenue and Pacific Coast Highway. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission recommends approval of Traffic Study No. TS2007 -001 based on the weight of the evidence in the administrative record, including the traffic study and the Development Agreement. BE IT FURTHER RESOLVED that this approval shall not go into effect until the City Council approves or adopts all of the following: (1) the North Newport Center Planned Community Development Plan; (2) the North Newport Center Planned Community Affordable Housing Implementation Plan; (3) the Block 500 Planned Community District Regulations; (4) the San Joaquin Plaza Planned Community District Regulations; (5) the Development Agreement entitled Zoning 5 Implementation and Public Benefit Agreement Between the City of Newport Beach and The Irvine Company LLC Concerning North Newport Center (Fashion Island, Block 500, Block 600, and San Joaquin Plaza); and (6) the North Newport Center transfer of development rights. BE IT FURTHER RESOLVED that this approval shall expire upon the earlier of the following: (1) the term of Development Agreement No. 2007 -002 expires; or (2) Development Agreement No. 2007 -002 is terminated pursuant to provisions in the Development Agreement. PASSED, APPROVED AND ADOPTED THIS 29TH DAY OF NOVEMBER 2007. AYES: Eaton, Peotter, Hawkins, Cole, McDaniel and Hillgren NOES: None ABSENT: Toerge BY: C 4t—, obe H wkins, Cha man i i A FINAL City of Newport Beach NORTH NEWPORT CENTER TRAFFIC PHASING ORDINANCE TRAFFIC STUDY Prepared by: Austin -Foust Associates, Inc. 2223 Wellington Avenue, Suite 300 Santa Ana, California 92701 -3161 (714) 667 -0496 November 6, 2007 NORTH NEWPORT CENTER TRAFFIC PHASING ORDINANCE TRAFFIC STUDY A project comprised of 430 residential dwelling units in Block 600, 205,161 square feet (sf) of office space in Block 500, and 75,000 sf of retail shopping center space in Fashion Island is proposed within Newport Center. In addition, a total of 42,036 sf of existing office, restaurant, and health club uses will be removed from Block 600. 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 I. The increase in traffic includes a credit for the proposed removals of existing uses. The proposed project is forecast to generate a net increase over existing of 348 trips in the AM peak hour, 311 trips in the PM peak hour, and 2,399 trips daily. For trip distribution, an internal capture rate of 10 percent was utilized for the residential and retail uses. This rate was determined based on ITE's recommended procedure (see calculations in Appendix) and is consistent with the City's General Plan traffic study, which also utilizes 10 percent for mixed use areas. For the office space, a five percent internal capture rate was utilized. North Newport Center 1 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 0 1 7080tpo.doc Noah Newport Center 'Traffic Phasing Ordinance 'I raffic Study Austin -Foust Asseciates, Inc. 0170SOtpo.doc Table I TRIP GENERATION SUMMARY Land Use Amount AM Peak Hour PM Peak Hour AID)T In Out I Total In Out Total TRIP RATES ITE Residential DU 0.06 0.28 0.34 0.24 0.14 0.38 4.18 Quality Restaurant TSF 0.66 0.15 0.81 5.02 2.47 7.49 89.95 Shopping Center TSF 0.19 0.12 0.31 0.77 0.84 1.61 16.79 Office Re ession E * TSF 0.95 0.13 1.08 0.19 0.93 1.12 7.07 Health Club TSF 0.51 0.70 1.21 2.07 1.98 4.05 32.93 TRIP GENERATION Existing Uses to be Removed Block 600 Quality Restaurant 16.4 TSF 11 2 13 83 41 123 1.479 Office 8.3 TSF 8 1 9 2 8 10 59 Health Club 17.3 TSF 9 12 21 36 34 70 570 Total Credit -28 -15 -43 -121 -83 -203 -2,108 Proposed Uses Block 500 Office 1205.2 TSF 1 l95 1 27 1 222 1 39 1 191 1 230 1 1,451 Block 600 Residential 430 DU 26 l20 146 103 60 163 1,797 Fashion Island Shopping Ctr 75.0 TSF 14 9 23 58 63 12l 1,259 Total Proposed Tri 5 235 156 391 200 314 514 4,507 NET INCREASE 1 1 207 141 348 79 231 311 2,399 * Trip rates per TSF determined from applying the ITE office regression equations to the existing (408 TSF) and proposed future (614 TSF) office use, and calculating the rates based on the square footage increment (206 TSF). Noah Newport Center 'Traffic Phasing Ordinance 'I raffic Study Austin -Foust Asseciates, Inc. 0170SOtpo.doc A separate trip assignment was prepared for each of the three separate uses (retail/shopping center, residential, and office) in the proposed project. These assignments, shown by individual uses in Figures A -1 through A -3 in the Appendix, are basically as follows: 1. North on MacArthur Boulevard 20 -40 percent 2. North on Jamboree Road 15 -30 percent 3. West on Coast Highway 15 -30 percent 4. East on Coast Highway 10 percent 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 vigorous 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 39 study intersections showed increases of one percent or greater of existing -plus- approved or existing -plus- approved - plus - cumulative 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 39 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 "F ". Examination of the results shows that the project causes a significant impact at three locations under existing -plus- approved -plus- cumulative conditions. These three locations with their respective with- project ICU values are: Intersection AM Project Increment PM Project Increment 19. MacArthur Boulevard and San Joaquin Hills Road .73 .040 .93 .027 34. Goldenrod Avenue and Coast Highway .91 .006 .85 .005 34. Marguerite Avenue and Coast Hi hwa .98 .006 .92 .006 North Newport ('enter 3 Austin -Foust Associates, Inc. I raffle Phasing Ordinance Traffic Study 017080tpo.doc Table 2 SUMMARY OF ONE PERCENT ANALYSIS Intersection AM Peak Hour Pro'ec[ Volumes Less Than 1% of Peak Hour Volumes NB SB EB WB w/o Cumulative w /Cumulative 1. MacArthur & Campus 8 20 0 0 1 No No 2. MacArthur & Birch 8 20 20 0 No No 3. MacArthur & Von Karman 8 20 0 0 No No 4. Jamboree & Campus 8 20 0 0 Yes Yes 5. Jamboree & Birch 8 20 0 0 Yes Yes 6. MacArthur & Jamboree 8 20 8 20 No No 7. Ba view & Bristol South (EB) 0 0 32 0 No No 8. Jamboree & Bristol North (WB) 29 20 0 0 No No 9. Jamboree & Bristol South (EB) 26 1 20 31 0 No No 10. Jamboree & Ba view 30 52 0 0 No No 11. Jamboree & Eastbtuff[University 35 52 0 0 No No 12. Jamboree & Bison 42 53 0 l No No 13. Jamboree & Eastbluff/Ford 42 54 0 0 No No 14. Jamboree & San Joaquin Hills 0 54 0 42 No No 15. Jamboree & Santa Barbara 1 0 0 17 No No 16. Jamboree & Coast Highway 0 17 30 15 No No 17. MacArthur & Bison 33 61 6 21 No No 18. MacArthur & Ford /Bonita Canyon 39 80 0 0 No No 19. MacArthur & San Joaquin Hills 0 82 40 0 No No 20. MacArthur & San Miguel l 0 11 7 No No 21. MacArthur & Coast Highway 0 11 2 t9 No No 22. Santa Cruz & San Joaquin Hills 35 0 54 7 No No 23. Santa Rosa & San Joaquin Hills 36 0 49 4 No No 24. San Miguel & San Joaquin Hills 0 9 0 0 No No 25. Avocado & San Miguel 49 8 10 9 No No 26. Balboa/Superior & Coast Highway 0 0 11 18 No No 27. Newport & Coast Highway 0 10 11 18 No No 28. Riverside & Coast Highway 0 0 22 26 No No 29. Tustin & Coast I lighway 0 0 22 26 No No 30. Dover /Ba shore & Coast Highway 0 9 22 32 No No 31. Ba side & Coast Highway 0 0 31 32 No No 32. Newport Center & Coast Highway 0 9 29 l No No 33. Avocado & Coast Highway 0 7 28 18 No No 34. Goldenrod & Coast Highway 0 0 14 19 No No 35. Marguerite & Coast Highway 0 0 t4 19 No No 36. Newport Center & Santa Barbara 0 0 2 l No No 37. Santa Cruz & Newport Center l 2 0 0 No No 38. Newport Center & Santa Rosa 6 30 0 0 No No 39. Newport Center & San Miguel 3 17 2 0 No No 40. Fashion Island & Newport Center 0 l 0 10 No No Cont. North Ncwpoot Center 4 Austin -Fousl Associates, Inc. Traffic Phasing 01 dinance Traffic Study 0170801po.doc Table 2 (Cont.) SUMMARY OF ONE PERCENT ANALYSIS Intersection PM Peak Hour Project Volumes Less Than I% of Peak Hour Volumes NB SB EB WB w/o Cumulative w /Cumulative 1. MacArthur & Campus 21 6 0 0 No No 2. MacArthur & Birch 21 6 0 0 No No 3. MacArthur & Von Kaman 21 6 0 0 No No 4. Jamboree & Campus 21 6 0 0 Yes Yes 5. Jamboree & Birch 21 6 0 0 No No 6. MacArthur & Jamboree 21 6 21 6 No No 7. Ba view & Bristol South (EB) 0 0 18 0 Yes Yes 8. Jamboree & Bristol North (WB) 58 6 0 0 No No 9. Jamboree & Bristol South (EB) 28 6 15 0 No No 10. Jamboree & Ba view 57 25 0 0 No No 11. Jamboree & Eastbluff/University 59 25 0 2 No No 12. Jamboree & Bison 62 27 0 5 No No 13. Jamboree & Eastbluff/Ford 62 32 0 0 No No 14. Jamboree & San Joaquin Hills 0 32 0 62 No No 15. Jamboree & Santa Barbara 6 0 0 5 Yes Yes 16. Jamboree & Coast Highway 0 5 13 31 No No 17. MacArthur & Bison 84 21 3 11 No No 18. MacArthur & Ford/Bonita Canyon 86 28 0 2 No No 19. MacArthur & San Joaquin Hills 0 30 87 0 No No 20. MacArthur & San Miguel 4 0 9 0 Yes Yes 21. MacArthur & Coast Hi hway 0 3 15 2 Yes Yes 22. Santa Cruz & San Joaquin Hills 14 0 32 48 No No 23. Santa Rosa &San Joaquin Flills 59 0 ] 0 14 No No 24, San Miguel &San Joaquin Hills 6 0 0 0 Yes Yes 25. Avocado & San Miguel 10 58 1 0 No No 26. Balboa/Superior & Coast Hi hwa 0 0 8 15 Yes Yes 27. Newport & Coast Highway 0 4 8 15 Yes Yes 28. Riverside & Coast Highway 0 0 13 27 Yes Yes 29. Tustin & Coast Highway 0 0 13 27 No Yes 30. Dover /Ba shore & Coast Highway 0 1 13 37 No Yes 31. Ba side & Coast Highway 0 0 13 37 No No 32. Ne ort Center & Coast Highway 0 0 7 17 Yes Yes 33. Avocado & Coast I lighway 0 48 2 0 No No 34. Goldenrod & Coast Highway 0 0 18 2 Yes Yes 35. Marguerite & Coast Highway D 0 18 2 No Yes 36. Newport Center & Santa Barb.sa 0 0 9 9 No No 37, Santa Cruz & Newport Center 9 9 0 0 No No 38. Newport Center & Santa Rosa 26 15 0 0 No No 39. Newport Center & San Miguel 10 0 16 0 No No 40. Fashion Island & Newport Center 1 9 0 0 No No North Newport Center 5 Ausfin-Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 0 1 70801po.doc V $� � O n- r 4 5 Q E N v c G c L � _ w n' Z L s G � z� CD w f� U � + � qF O 4,. W � U + d'POO�n hP V SOP V o hhP.r .°O hPOOO t� w t� w V' h h h b� w .O t� w t� W P t� t� N h O t� w t� w �D . i R + L O 4 � 'x . . . . . . . . . W + V }+ L P + + d CO i V1 h � M .r � M V1 P �C � N V1 P � . N � . d' h . P �D . v1 V' . V' f� . -- M . V' M . W M . V1 . M h . O W . °� f� . O CD . M ° t � F v� v0. hhh mt� �o vi t��n mph mh h� hwh mN �� h hhwe V i U + O Q 'x . . . . . . . . . . . . . . . . . . . . . . . . . . . . W h 'J v� h . �O . �^. . h . w . h . �O . N . d' . 'J . h . h . �O . h . v1 . O D N tCqq p27� U� xx� 3 c_ i° 9 Z k U= y O j O Z r' R ry O q ttl A xi R ..� O i L U O R .O O A r7 U LA -RI od o?-�i�6����a: .- O0 N R R E R E 0 �F c3 � N � � � R � t� ��+ tGi 3 u n R An., AnA., v�V�V� Q v�Z. CC F O 2 N M R h r - w P O N - N N N M N d' N v. N . N . N . N O. N V $� � O n- r 4 5 Q E N v c G c L � _ w n' Z L s G � z� `o 0 a w r 9 u d m c a O LL F } u L d + L ! q O N N �° N N y ^' ONO V �p rn O• U a W� I l � N N y 0. AND O• N d' d' W � + L O v a � k a r 00 V �O O• O• '+ ... N N W V a m O 0. + d bG G O W s G1 N V1 N O v1 M� v1 M V O L W G k W C a+ N � v � dP7 UC]ww x�at Om ��aatz o o ouCa �U N O O .r N `o 0 a w r 9 u d m c a O LL F CONCLUSION In summary, it is concluded that the project causes three study locations to exceed the TPO standard of LOS "D ". At MacArthur Boulevard and San Joaquin Hills Road, the addition of a third eastbound left -turn lane is recommended as mitigation. The intersection will operate at LOS "D" with the recommended improvement. This improvement is consistent with the General Plan. At the two other impacted intersections (Goldenrod Avenue at Coast Highway and Marguerite Avenue at Coast Highway), there are no feasible improvements available, a fact which has been recognized and accepted in the General Plan which accepts LOS "F" at these two intersections. The intersections along Newport Center Drive 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 Ne.pori Centcr 8 Austin- Foust.Associates. Inc. Traf fie Pbasing Ordinance 'Iraffic Study 0 1 7080tpo.doc Table A -1 APPROVED AND CUMULATIVE PROJECTS SUMMARY Approved Projects Fashion Island Expansion Newport Lexus Tem lebat Yahm Expansion Birch Medical Office Complex Ford Redevelopment Saafar Fine Indian Cuisine CIOSA — Irvine Project St. Mark Presbyterian Church Newport Dunes St. Andrews Presbyterian Church 1401 Dove Street Corporate Plaza West 494/496 Old Newport Boulevard Mariner's Mile Gateway 401 Old Newport Boulevard Land Rover NB Service Center Newport Technology Center OL A Church Expansion 1901 Westcliff Surgical Center 2300 Newport Boulevard Hoag Hospital Phase III Cumulative Projects Mariners Church Newport Ridge Exodus Community Center and Tarbut V'Torah Expansion Health Center Newport Coast North Newport Center A 2 Ausiin -Foust Associates. Inc. rratl is Phasing Ordinance Traffic Study 017080tpodoc Figure A -I GENERAL PROJECT DISTRIBUTION - RESIDENTIAL Newport Center Development A -3 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 0170SOtpoFigA -l.dwg Figure .A -2 GENERAL PROJECT DISTRIBUTION - RETAIL Newport Center Development A -3 Austin -Foust Associates. Inc. Traffic Phasing Or dinance Traffic Study 0170SOlpoFigA -2.dwg Figure A -3 GENERAL PROJECT DISTRIBUTION - OFFICE Newport Center Development A -5 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017080tpoFigA -3.dwg 1 % Traffic Volume Analysis A -6 Intersection: 1. MacArthur & Campus 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 1000 40 16 0 1056 11 8 Southbound 1478 59 25 0 1562 16 20 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 30 0 1445 14 21 Southbound 1905 76 26 0 2007 20 6 Eastbound 993 0 5 0 996 10 0 Westbound 1367 0 6 0 1373 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 TPO FULL OCCUPANCY YEAR: 2010 A -6 1% Traffic Volume Analysis A -7 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 11 0 1960 20 8 Southbound 1094 33 26 0 1153 12 20 Eastbound 554 0 7 0 561 6 0 Westbound 232 0 0 0 232 2 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1318 40 17 0 1375 14 21 Southbound 2306 69 28 0 2403 24 6 Eastbound 525 0 14 0 539 5 0 Westbound 937 0 2 0 939 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 TPO FULL OCCUPANCY YEAR: 2010 A -7 1% Traffic Volume Analysis A -8 Intersection: 3. MacArthur & Von Karmen Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1903 76 9 0 1988 20 8 Southbound 627 25 14 0 666 7 20 Eastbound 155 0 5 0 160 2 0 Westbound 302 0 3 0 305 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 16 0 1071 11 21 Southbound 1097 44 18 0 1159 12 6 Eastbound 640 0 15 0 655 7 0 Westbound 899 0 8 0 907 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 TPO FULL OCCUPANCY YEAR: 2010 A -8 I% Traffic Volume Analysis A9 Intersection: 4. Jamboree & Campus 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 1520 61 26 0 1607 16 8 Southbound 2134 85 46 0 2265 23 20 Eastbound 290 0 4 0 294 3 0 Westbound 845 0 3 0 848 8 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 2025 81 45 0 2151 22 21 Southbound 2413 97 42 0 2552 26 6 Eastbound 1086 0 2 0 1088 11 0 Westbound 769 0 5 0 774 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 TPO FULL OCCUPANCY YEAR: 2010 A9 I% Traffic Volume Analysis Southbound 2051 82 57 0 2190 Intersection: 5. Jamboree & Birch 20 Eastbound 194 0 0 0 194 2 0 Existing Traffic Volumes Based on Average Winter /Spring 2006 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Peak 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 509 0 1 0 510 5 0 Westbound 14 0 0 0 14 0 0 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Northbound 1648 66 28 0 1742 17 8 Southbound 2051 82 57 0 2190 22 20 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 52 0 1970 20 21 Southbound 2346 94 45 0 2485 25 6 Eastbound 509 0 1 0 510 5 0 Westbound 14 0 0 0 14 0 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR 2010 A -10 1% Traffic Volume Analysis A -ll Intersection: 6. MacArthur & Jamboree Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOO Northbound 1648 49 28 0 1725 17 8 Southbound 2051 62 42 0 2155 22 20 Eastbound 194 6 35 0 235 2 8 Westbound 7 0 56 0 63 1 20 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK—PERIOD Northbound 1844 55 36 0 1935 19 21 Southbound 2346 70 77 0 2493 25 6 Eastbound 509 15 47 0 571 6 21 Westbound 14 0 45 0 59 1 6 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 TPO FULL OCCUPANCY YEAR: 2010 A -ll I% Traffic Volume Analysis Southbound 0 0 0 0 0 Intersection: 7. Bayview 8 Bristol South (EB) 0 Eastbound 3107 0 78 0 3185 32 32 Existing Traffic Volumes Based on Average WintedSpring 2007 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 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 3057 0 80 0 3137 31 18 Westbound 0 0 0 0 0 0 0 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Northbound 480 0 0 0 480 5 0 Southbound 0 0 0 0 0 0 0 Eastbound 3107 0 78 0 3185 32 32 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 80 0 3137 31 18 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 TPO FULL OCCUPANCY YEAR: 2010 A -l2 i 1% Traffic Volume Analysis A -13 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 52 0 3557 36 29 Southbound 1050 42 51 0 1143 11 20 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 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 2849 114 70 0 3033 30 58 Southbound 1971 79 54 0 2104 21 6 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 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 TPO FULL OCCUPANCY YEAR: 2010 A -13 1% Traffic Volume Analysis A -14 Intersection: 9. Jamboree 8 Bristol South (EB) 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 2187 87 75 0 2349 23 26 Southbound 675 27 51 0 753 8 20 Eastbound 2631 0 78 0 2909 29 31 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 78 118 0 2154 22 28 Southbound 1241 50 52 0 1343 13 6 Eastbound 3273 0 80 0 3353 34 15 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 TPO FULL OCCUPANCY YEAR: 2010 A -14 1 % Traffic Volume Analysis A -15 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 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1935 58 75 0 2068 21 30 Southbound 2006 60 51 0 2117 21 52 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 53 118 0 1929 19 57 Southbound 2383 71 52 0 2506 25 25 Eastbound 399 0 0 0 399 4 0 Westbound 170 0 0 0 170 2 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -15 1% Traffic Volume Analysis A -16 Intersection: 11. Jamboree 8 Eastbluff/University Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1718 52 70 0 1840 18 35 Southbound 1669 50 113 0 1832 18 52 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 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 1678 50 123 0 1851 19 59 Southbound 2477 74 109 0 2666 27 25 Eastbound 351 0 0 0 351 4 0 Westbound 438 6 10 0 448 4 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 CenterTPO FULL OCCUPANCY YEAR: 2010 A -16 1% Traffic Volume Analysis A -17 Intersection: 12. Jamboree & 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 1547 46 60 0 1653 17 42 Southbound 1993 60 105 0 2158 22 53 Eastbound 187 0 0 0 187 2 0 Westbound 319 0 5 0 324 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 1807 54 108 0 1969 20 62 Southbound 2302 69 107 0 2478 25 27 Eastbound 102 0 1 0 103 1 0 Westbound 464 0 6 0 470 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 TPO FULL OCCUPANCY YEAR 2010 A -17 r 1% Traffic Volume Analysis MF9 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 70 0 1885 19 42 Southbound 1769 53 105 0 1927 19 54 Eastbound 742 0 9 0 751 8 0 Westbound 522 0 12 0 534 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 71 125 0 2551 26 62 Southbound 2225 67 94 0 2386 24 32 Eastbound 533 0 4 0 537 5 0 Westbound 373 0 4 0 377 4 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 MF9 i 1% Traffic Volume Analysis Southbound 1929 58 275 0 2262 Intersection: 14. Jamboree & San Joaquin Hills 54 Eastbound 350 0 0 0 350 4 0 Existing Traffic Volumes Based on Average WintedSpring 2007 2 42 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 253 0 12 0 265 3 0 Westbound 295 0 98 0 393 4 62 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Northbound 1313 39 163 0 1515 15 0 Southbound 1929 58 275 0 2262 23 54 Eastbound 350 0 0 0 350 4 0 Westbound 182 0 38 0 220 2 42 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1800 54 243 0 2097 21 0 Southbound 2415 72 255 0 2742 27 32 Eastbound 253 0 12 0 265 3 0 Westbound 295 0 98 0 393 4 62 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 TPO FULL OCCUPANCY YEAR: 2010 A -19 1% Traffic Volume Analysis A-20 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 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1554 47 53 0 1654 17 1 Southbound 1392 42 123 0 1557 16 0 Eastbound 73 0 6 0 79 1 0 Westbound 146 0 6 0 152 2 17 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1246 37 91 0 1374 14 6 Southbound 2100 63 88 0 2251 23 0 Eastbound 38 0 3 0 41 0 0 Westbound 974 0 8 0 982 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 TPO FULL OCCUPANCY YEAR: 2010 A-20 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 TPO FULL OCCUPANCY YEAR: 2010 A -2I 1 1% Traffic Volume Analysis Intersection: 16. Jamboree & 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 488 15 1 0 504 5 0 Southbound 1101 33 106 0 1240 12 17 Eastbound 3049 91 89 0 3229 32 30 Westbound 1252 38 33 0 1323 13 15 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 398 12 3 0 413 4 0 Southbound 2060 fit 85 0 2207 22 5 Eastbound 2438 73 121 0 2632 26 13 Westbound 2323 70 63 0 2456 25 31 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 TPO FULL OCCUPANCY YEAR: 2010 A -2I 1% Traffic Volume Analysis A -22 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 2 0 2904 29 33 Southbound 2357 71 5 0 2433 24 61 Eastbound 604 0 7 0 811 6 6 Westbound 694 0 2 0 696 7 21 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 19 0 2933 29 84 Southbound 3252 98 28 0 3378 34 21 Eastbound 597 0 8 0 605 6 3 Westbound 770 0 1 0 771 8 11 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 TPO FULL OCCUPANCY YEAR: 2010 A -22 e 1% Traffic Volume Analysis A -23 Intersection: 18. MacArthur & Ford/Bonita Canyon Existing Traffic Volumes Based on Average Winter /Sprang 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 8 0 2179 22 39 Southbound 2465 74 11 0 2550 26 80 Eastbound 426 0 4 0 430 4 0 Westbound 1775 0 10 0 1785 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 33 0 2996 30 86 Southbound 3151 95 23 0 3269 33 28 Eastbound 387 0 2 0 389 4 0 Westbound 992 0 12 0 1004 10 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 TPO FULL OCCUPANCY YEAR: 2010 A -23 1% Traffic Volume Analysis A -24 Intersection: 19. MacArthur & 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 l Hour Peak l Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1652 50 19 0 1721 17 0 Southbound 2520 76 43 0 2639 26 82 Eastbound 591 0 8 0 599 6 40 Westbound 750 0 8 0 758 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 46 0 2122 21 0 Southbound 2628 79 54 0 2761 28 30 Eastbound 1062 0 55 0 1117 11 87 Westbound 878 0 8 0 886 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 TPO FULL OCCUPANCY YEAR: 2010 A -24 1 % Traffic Volume Analysis Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be i% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A-25 Intersection: 20. MacArthur & San Miguel Existing Traffic Volumes Based on Average WintedSpring 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 1883 56 8 0 1947 19 1 Southbound 1765 53 7 0 1825 18 0 Eastbound 190 0 5 0 195 2 11 Westbound 426 0 1 0 427 4 7 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 11 0 1428 14 4 Southbound 2017 61 11 0 2089 21 0 Eastbound 1535 0 29 0 1564 16 9 Westbound 478 0 12 0 490 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 i% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A-25 1% Traffic Volume Analysis A -26 Intersection: 21. MacArthur & Coast Hwy Existing Traffic Volumes Based on Average WintedSpring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 908 27 3 0 938 9 11 Eastbound 1842 55 10 0 1907 19 2 Westbound 1986 60 12 0 2058 21 19 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 4 0 1891 19 3 Eastbound 1864 56 13 0 1933 19 15 Westbound 1929 58 10 0 1997 20 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -26 1% Traffic Volume Analysis A -27 Intersection: 22. Santa Cruz & San Joaquin Hills Existing Traffic Volumes Rased 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 4 0 76 1 35 Southbound 55 0 2 0 57 1 0 Eastbound 748 0 2 0 750 8 54 Westbound 495 0 2 0 497 5 7 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 469 0 0 0 469 5 14 Southbound 72 0 2 0 74 1 0 Eastbound 578 0 2 0 580 6 32 Westbound 586 0 2 0 588 6 48 Project PM Traffic is estimated to be less than 19/6 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 TPO FULL OCCUPANCY YEAR: 2010 A -27 1% Traffic Volume Analysis A -28 Intersection: 23. Santa Rosa & San Joaquin Hills Existing Traffic Volumes Based on Average WintedSpring 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 26 0 134 1 36 Southbound 115 0 0 0 115 1 0 Eastbound 428 0 20 0 448 4 49 Westbound 1032 0 26 0 1058 11 4 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 67 0 634 6 59 Southbound 98 0 0 0 98 1 0 Eastbound 729 0 26 0 755 8 10 Westbound 580 0 64 0 644 6 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: Nonh Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -28 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 720 0 28 0 748 7 6 Southbound 423 0 15 0 438 4 0 Eastbound 959 0 0 Intersection: 24. San Miguel & San Joaquin Hills 0 Westbound 1115 0 16 0 1131 11 0 Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required. Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 322 0 0 0 322 3 0 Southbound 485 0 0 0 485 5 9 Eastbound 729 0 2 0 731 7 0 Westbound 936 0 4 0 940 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 28 0 748 7 6 Southbound 423 0 15 0 438 4 0 Eastbound 959 0 0 0 959 10 0 Westbound 1115 0 16 0 1131 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 TPO FULL OCCUPANCY YEAR: 2010 A -29 1% Traffic Volume Analysis Eastbound 208 0 0 0 208 2 10 Westbound 1089 0 0 0 1089 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. Northbound 891 0 0 0 891 Intersection: 25. Avocado & San Miguel 10 Southbound 372 0 0 0 372 4 58 Existing Traffic Volumes Based on Average Winter /Spring 2003 7 1 Westbound 742 0 16 0 758 Peak 1 Hour Approved Cumulative 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Existing Regional Projects Projects Projected 1% of Projectetl 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 0 0 392 4 49 Southbound 118 0 0 0 118 1 8 Eastbound 208 0 0 0 208 2 10 Westbound 1089 0 0 0 1089 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. Northbound 891 0 0 0 891 9 10 Southbound 372 0 0 0 372 4 58 Eastbound 724 0 22 0 746 7 1 Westbound 742 0 16 0 758 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 TPO A -30 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR 2010 A -31 Intersection: 26. Balboa /Superior 8 Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 618 0 31 0 649 6 0 Southbound 479 0 26 0 505 5 0 Eastbound 3468 139 168 0 3775 38 11 Westbound 849 34 28 0 911 9 18 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 535 0 10 0 545 5 0 Southbound 1138 0 162 0 1300 13 0 Eastbound 1649 66 73 0 1788 18 8 Westbound 2446 98 62 0 2606 26 15 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 TPO FULL OCCUPANCY YEAR 2010 A -31 1% Traffic Volume Analysis A -32 Intersection: 27. Newport & 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 653 20 49 0 722 7 10 Eastbound 2562 77 7 0 2646 26 11 Westbound 1098 33 27 0 1158 12 18 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Tmffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1087 33 118 0 1238 12 4 Eastbound 1534 46 77 0 1657 17 8 Westbound 2411 72 14 0 2497 25 15 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 TPO FULL OCCUPANCY YEAR: 2010 A -32 1% Traffic Volume Analysis Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -33 Intersection: 28. Riverside & 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 8 0 0 0 8 0 0 Southbound 401 0 2 0 403 4 0 Eastbound 2392 96 94 0 2582 26 22 Westbound 1309 52 130 0 1491 15 26 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 47 0 0 0 47 0 0 Southbound 524 0 2 0 526 5 0 Eastbound 1817 73 181 0 2071 21 13 Westbound 2523 101 134 0 2758 28 27 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 TPO FULL OCCUPANCY YEAR: 2010 A -33 4 -34 1% Traffic Volume Analysis Intersection: 29. Tustin & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 52 0 0 0 52 1 0 Eastbound 2268 91 86 0 2445 24 22 Westbound 1276 51 55 0 1382 14 26 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 7 0 0 0 7 0 0 Southbound 85 0 0 0 85 1 0 Eastbound 1587 63 91 0 1741 17 13 Westbound 2509 100 103 0 2712 27 27 Project PM Traffic is estimated to be less than 19/6 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 TPO FULL OCCUPANCY YEAR: 2010 4 -34 1 % Traffic Volume Analysis A-35 Intersection: 30. Dover /Bayshore & Coast Hwy 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 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 24 0 1000 10 9 Eastbound 2421 73 81 0 2575 26 22 Westbound 1720 52 61 0 1833 18 32 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 41 0 1351 14 1 Eastbound 1630 49 118 0 1797 18 13 Westbound 3341 100 92 0 3533 35 37 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 TPO FULL OCCUPANCY YEAR 2010 A-35 I 1% Traffic Volume Analysis Southbound 46 0 62 0 108 Intersection: 31. Bayside & Coast Hwy 0 Eastbound 3170 127 71 0 3368 34 31 Existing Traffic Volumes Based on Average Winter /Spring 2006 16 32 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 i 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 2419 97 91 0 2607 26 13 Westbound 3129 125 56 0 3310 33 37 AM PEAK PERIOD Project PM Traffic is estimated to be less than I% 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 71 0 3368 34 31 Westbound 1483 59 39 0 1581 16 32 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 i 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 91 0 2607 26 13 Westbound 3129 125 56 0 3310 33 37 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 TPO FULL OCCUPANCY YEAR: 2010 A -36 1% Traffic Volume Analysis Eastbound 1905 57 10 0 1972 Intersection: 32. Newport Center & Coast Hwy 29 Westbound 1447 43 16 0 1506 15 1 Existing Traffic Volumes Based on Average Winter /Spring 2007 Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required. Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Westbound 2041 61 13 0 2115 21 17 __> 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 0 0 0 0 0 0 0 Southbound 128 0 9 0 137 1 9 Eastbound 1905 57 10 0 1972 20 29 Westbound 1447 43 16 0 1506 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 34 0 714 7 0 Eastbound 1674 56 26 0 1956 20 7 Westbound 2041 61 13 0 2115 21 17 __> 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 TPO A -37 FULL OCCUPANCY YEAR: 2010 I 1% Traffic Volume Analysis A -38 Intersection: 33. Avocado 8 Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Appmved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 305 0 0 0 305 3 0 Southbound 143 0 0 0 143 1 7 Eastbound 1480 59 6 0 1545 15 28 Westbound 1398 56 15 0 1469 15 18 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 362 0 0 0 362 4 0 Southbound 705 0 1 0 706 7 48 Eastbound 1684 67 11 0 1762 18 2 Westbound 1603 64 7 0 1674 17 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 TPO FULL OCCUPANCY YEAR: 2010 A -38 1 % Traffic Volume Analysis Southbound 75 0 0 0 75 1 0 Eastbound 1782 71 8 0 1861 19 18 Westbound 1742 70 7 0 1819 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 TPO A -39 FULL OCCUPANCY YEAR: 2010 I Intersection: 34. Goldenrod & Coast Hwy Existing Traffic Volumes Based on Average WintedSpring 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 6 0 1240 12 14 Westbound 1990 80 10 0 2080 21 19 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 8 0 1861 19 18 Westbound 1742 70 7 0 1819 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 TPO A -39 FULL OCCUPANCY YEAR: 2010 I 1% Traffic Volume Analysis A40 Intersection: 35. Marguerite & Coast Hwy Existing Traffic Volumes Based on Average WintedSpring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 249 0 0 0 249 2 0 Southbound 243 0 0 0 243 2 0 Eastbound 1233 49 5 0 1287 13 18 Westbound 1821 73 10 0 1904 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 241 0 0 0 241 2 0 Southbound 254 0 0 0 254 3 0 Eastbound 1799 72 7 0 1878 19 14 Westbound 1461) 58 7 0 1525 15 19 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 TPO FULL OCCUPANCY YEAR: 2010 A40 1% Traffic Volume Analysis Westbound 91 0 0 0 91 1 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 TPO A -41 FULL OCCUPANCY YEAR: 2010 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 0 0 223 2 0 Southbound 126 0 0 0 126 1 0 Eastbound 227 0 0 0 227 2 2 Westbound 13 0 0 0 13 0 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 291 0 0 0 291 3 0 Southbound 289 0 0 0 289 3 0 Eastbound 267 0 0 0 267 3 9 Westbound 91 0 0 0 91 1 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 TPO A -41 FULL OCCUPANCY YEAR: 2010 I AF 1% Traffic Volume Analysis A -42 Intersection: 37. Santa Cruz d Newport Center Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 69 0 0 0 69 1 1 Southbound 166 0 0 0 166 2 2 Eastbound 117 0 0 0 117 1 0 Westbound 181 0 0 0 181 2 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 274 0 0 0 274 3 9 Southbound 255 0 0 0 255 3 9 Eastbound 235 0 0 0 235 2 0 Westbound 299 0 0 0 299 3 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 TPO FULL OCCUPANCY YEAR: 2010 A -42 I% Traffic Volume Analysis A -43 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 0 0 122 1 6 Southbound 313 0 0 0 313 3 30 Eastbound 85 0 0 0 85 1 0 Westbound 274 0 0 0 274 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 278 0 0 0 278 3 26 Southbound 392 0 0 0 392 4 15 Eastbound 214 0 0 0 214 2 0 Westbound 298 0 0 0 298 3 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 TPO FULL OCCUPANCY YEAR: 2010 A -43 I% Traffic Volume Analysis A -44 Intersection: 39. Newport Center & San Miguel Existing Traffic Volumes Based on Average WintedSpring 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 322 0 0 0 322 3 3 Southbound 130 0 0 0 130 1 17 Eastbound 69 0 0 0 69 1 2 Westbound 377 0 0 0 377 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 376 0 0 0 376 4 10 Southbound 388 0 0 0 388 4 0 Eastbound 390 0 0 0 390 4 16 Westbound 685 0 0 0 685 7 0 Project PM Traf0c 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 TPO FULL OCCUPANCY YEAR: 2010 A -44 1% Traffic Volume Analysis A -45 Intersection: 40. Newport Center /Fashion Island & Newport Center Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 501 0 0 0 501 5 0 Southbound 15 0 0 0 15 0 1 Eastbound 229 0 0 0 229 2 0 Westbound 121 0 D D 121 1 1D Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 431 0 0 0 431 4 1 Southbound 156 0 0 0 156 2 9 Eastbound 342 0 0 0 342 3 0 Westbound 511 0 0 0 511 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 TPO FULL OCCUPANCY YEAR 2010 A -45 1% Traffic Volume Analysis A -46 Intersection: 1. MacArthur & Campus Northbound 1000 40 16 150 1206 Existing Traffic Volumes Based on Average WintedSpring 2006 Southbound 1478 59 25 58 1620 16 Peak 1 Hour Approved Cumulative Eastbound 1323 0 10 0 1333 13 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 A -46 AM PEAK PERIOD Northbound 1000 40 16 150 1206 12 8 Southbound 1478 59 25 58 1620 16 20 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 30 101 1546 15 21 Southbound 1905 76 26 155 2162 22 6 Eastbound 993 0 5 0 998 10 0 Westbound 1367 0 6 0 1373 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 TPO FULL OCCUPANCY YEAR: 2010 A -46 1 % Traffic Volume Analysis A -47 Intersection: 2. MacArthur 8 Birch Southbound 1094 33 26 58 1211 12 20 Existing Traffic Volumes Based on Average WinterlSpring 2007 6 0 Westbound 232 0 0 0 232 Peak 1 Hour Approved Cumulative 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak i 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 Southbound 2306 69 28 155 2558 26 6 Eastbound 525 0 14 0 539 5 0 AM PEAK PERIOD 937 0 2 0 939 9 0 Northbound 1892 57 11 150 2110 21 8 A -47 Southbound 1094 33 26 58 1211 12 20 Eastbound 554 0 7 0 561 6 0 Westbound 232 0 0 0 232 2 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak i Hour Traffic Volume. Project AM Traffic is estimated to be 1 %, or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1318 40 17 101 1476 15 21 Southbound 2306 69 28 155 2558 26 6 Eastbound 525 0 14 0 539 5 0 Westbound 937 0 2 0 939 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 TPO FULL OCCUPANCY YEAR: 2010 A -47 1% Traffic Volume Analysis A 48 Intersection: 3. MacArthur & Von Karman Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1903 76 9 168 2156 22 8 Southbound 627 25 14 58 724 7 20 Eastbound 155 0 5 0 160 2 0 Westbound 302 0 3 25 330 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 16 125 1196 12 21 Southbound 1097 44 18 155 1314 13 6 Eastbound 640 0 15 0 655 7 0 Westbound 899 0 8 21 928 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 TPO FULL OCCUPANCY YEAR: 2010 A 48 1 % Traffic Volume Analysis A -49 Intersection: 4. Jamboree & Campus 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 i Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1520 61 26 173 1780 18 8 Southbound 2134 85 46 71 2336 23 20 Eastbound 290 0 4 0 294 3 0 Westbound 845 0 3 0 848 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 45 119 2270 23 21 Southbound 2413 97 42 179 2731 27 6 Eastbound 1086 0 2 0 1088 11 0 Westbound 769 0 5 0 774 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 TPO FULL OCCUPANCY YEAR: 2010 A -49 1% Traffic Volume Analysis A -50 Intersection: 5. Jamboree & Birch Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projectetl 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 28 173 1915 19 8 Southbound 2051 82 57 71 2261 23 20 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 52 119 2089 21 21 Southbound 2346 94 45 179 2664 27 6 Eastbound 509 0 1 0 510 5 0 Westbound 14 0 0 0 14 0 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -50 1% Traffic Volume Analysis Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A-51 Intersection: 6. MacArthur & Jamboree Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1648 49 28 166 1891 19 8 Southbound 2051 62 42 82 2237 22 20 Eastbound 194 6 35 174 409 4 8 Westbound 7 0 56 71 134 1 20 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1844 55 36 138 2073 21 21 Southbound 2346 70 77 176 2669 27 6 Eastbound 509 15 47 106 677 7 21 Westbound 14 0 45 179 238 2 6 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 TPO FULL OCCUPANCY YEAR: 2010 A-51 1% Traffic Volume Analysis A�52 Intersection: 7. Bayview 8 Bristol South (EB) Existing Traffic Volumes Based on Average Winter /Spring 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 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 76 0 3185 32 32 Westbound 0 0 0 0 0 0 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 641 0 0 0 641 6 0 Southbound 0 0 0 0 0 0 0 Eastbound 3057 0 80 0 3137 31 18 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 TPO FULL OCCUPANCY YEAR: 2010 A�52 1% Traffic Volume Analysis A -57 Intersection: 8. Jamboree & Bristol North (WB) Existing Traffic Volumes Based on Average WintedSpring 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 52 173 3730 37 29 Southbound 1050 42 51 51 1194 12 20 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 70 107 3140 31 58 Southbound 1971 79 54 177 2281 23 6 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 TPO FULL OCCUPANCY YEAR: 2010 A -57 1 % Traffic Volume Analysis A -54 Intersection: 9. Jamboree & Bristol South (EB) 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 2187 87 75 173 2522 25 26 Southbound 675 27 51 51 804 8 20 Eastbound 2831 0 78 0 2909 29 31 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 78 118 107 2261 23 28 Southbound 1241 50 52 177 1520 15 6 Eastbound 3273 0 80 0 3353 34 15 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 TPO FULL OCCUPANCY YEAR: 2010 A -54 I i 1% Traffic Volume Analysis A -55 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 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1935 58 75 173 2241 22 30 Southbound 2006 60 51 51 2168 22 52 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 53 118 107 2036 20 57 Southbound 2383 71 52 177 2683 27 25 Eastbound 399 0 0 0 399 4 0 Westbound 170 0 0 0 170 2 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -55 I% Traffic Volume Analysis Southbound 1669 50 113 51 1883 Intersection: 11. Jamboree & Eastbluff /University 52 Eastbound 534 0 1 0 535 5 0 Existing Traffic Volumes Based on Average Winter /Spring 2007 6 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 351 0 0 0 351 4 0 Westbound 438 0 10 80 528 5 2 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Northbound 1718 52 70 248 2088 21 35 Southbound 1669 50 113 51 1883 19 52 Eastbound 534 0 1 0 535 5 0 Westbound 618 0 5 22 645 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 50 123 155 2006 20 59 Southbound 2477 74 109 177 2837 28 25 Eastbound 351 0 0 0 351 4 0 Westbound 438 0 10 80 528 5 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 TPO FULL OCCUPANCY YEAR: 2010 A -56 1 % Traffic Volume Analysis A -57 Intersection: 12. Jamboree & 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 1547 46 60 2112 3765 38 42 Southbound 1993 60 105 73 2231 22 53 Eastbound 187 0 0 0 187 2 0 Westbound 319 0 5 37 361 4 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 1807 54 108 132 2101 21 62 Southbound 2302 69 107 257 2735 27 27 Eastbound 102 0 1 0 103 1 0 Westbound 464 0 6 23 493 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 TPO FULL OCCUPANCY YEAR: 2010 A -57 1% Traffic Volume Analysis Southbound 1769 53 105 62 1989 Intersection: 13. Jamboree & Eastbluff /Ford 54 Eastbound 742 0 9 18 769 8 0 Existing Traffic Volumes Based on Average Winter /Spring 2007 7 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 i Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Eastbound 533 0 4 63 600 6 0 Westbound 373 0 4 71 448 4 0 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Northbound 1762 53 70 212 2097 21 42 Southbound 1769 53 105 62 1989 20 54 Eastbound 742 0 9 18 769 8 0 Westbound 522 0 12 117 651 7 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 71 125 168 2719 27 62 Southbound 2225 67 94 220 2606 26 32 Eastbound 533 0 4 63 600 6 0 Westbound 373 0 4 71 448 4 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -i8 I% Traffic Volume Analysis A -59 Intersection: 14. Jamboree & San Joaquin Hills Existing Traffic Volumes Based on Average WintedSpring 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 39 163 178 1693 17 0 Southbound 1929 58 275 103 2365 24 54 Eastbound 350 0 0 0 350 4 0 Westbound 182 0 38 34 254 3 42 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume, Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1800 54 243 148 2245 22 0 Southbound 2415 72 255 232 2974 30 32 Eastbound 253 0 12 0 265 3 0 Westbound 295 0 98 20 413 4 62 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 TPO FULL OCCUPANCY YEAR: 2010 A -59 1% Traffic Volume Analysis Project PM Traffic is estimated to be less than 1°% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -60 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 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1554 47 53 178 1832 18 1 Southbound 1392 42 123 94 1651 17 0 Eastbound 73 0 6 0 79 1 0 Westbound 146 0 6 0 152 2 17 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1246 37 91 148 1522 15 6 Southbound 2100 63 88 194 2445 24 0 Eastbound 38 0 3 0 41 0 0 Westbound 974 0 8 0 982 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 TPO FULL OCCUPANCY YEAR: 2010 A -60 1% Traffic Volume Analysis A -61 Intersection: 16. Jamboree & 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 488 15 1 0 504 5 0 Southbound 1101 33 106 94 1334 13 17 Eastbound 3049 91 89 120 3349 33 30 Westbound 1252 38 33 471 1794 18 15 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 398 12 3 0 413 4 0 Southbound 2060 62 85 194 2401 24 5 Eastbound 2438 73 121 390 3022 30 13 Westbound 2323 70 63 317 2773 28 31 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 TPO FULL OCCUPANCY YEAR: 2010 A -61 1 % Traffic Volume Analysis Eastbound 604 0 7 11 622 6 6 Westbound 694 0 2 52 748 7 21 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Intersection: 17. MacArthur & Bison Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Existing Traffic Volumes Based on Average Winter /Spring 2007 PM PEAK PERIOD Peak 1 Hour Approved Cumulative Northbound 2829 85 19 93 3026 30 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 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. AM PEAK PERIOD Northbound 2817 85 2 151 3055 31 33 Southbound 2357 71 5 49 2482 25 61 Eastbound 604 0 7 11 622 6 6 Westbound 694 0 2 52 748 7 21 PROJECT: North Newport Center TPO A -62 FULL OCCUPANCY YEAR: 2010 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 Utilizafion (ICU) Analysis is required. PM PEAK PERIOD Northbound 2829 85 19 93 3026 30 84 Southbound 3252 98 28 170 3548 35 21 Eastbound 597 0 8 37 642 6 3 Westbound 770 0 1 32 803 8 11 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 TPO A -62 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -6J Intersection: 18. MacArthur 8 Ford /Bonita 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 8 183 2362 24 39 Southbound 2465 74 11 45 2595 26 80 Eastbound 426 0 4 15 445 4 0 Westbound 1775 0 10 222 2007 20 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 33 145 3141 31 86 Southbound 3151 95 23 155 3424 34 28 Eastbound 387 0 2 54 443 4 0 Westbound 992 0 12 169 1173 12 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 TPO FULL OCCUPANCY YEAR: 2010 A -6J 1% Traffic Volume Analysis A -64 Intersection: 19. MacArthur & 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 1652 50 19 145 1866 19 0 Southbound 2520 76 43 99 2738 27 82 Eastbound 591 0 8 46 645 6 40 Westbound 750 0 8 191 949 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 2016 60 46 183 2305 23 0 Southbound 2628 79 54 190 2951 30 30 Eastbound 1062 0 55 100 1217 12 87 Westbound 878 0 8 139 1025 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 TPO FULL OCCUPANCY YEAR: 2010 A -64 1% Traffic Volume Analysis A -65 Intersection: 20. MacArthur 8 San Miguel Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1883 56 8 182 2129 21 1 Southbound 1765 53 7 142 1967 20 0 Eastbound 190 0 5 12 207 2 11 Westbound 426 0 1 0 427 4 7 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 11 205 1633 16 4 Southbound 2017 61 11 182 2271 23 0 Eastbound 1535 0 29 37 1601 16 9 Westbound 478 0 12 0 490 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 TPO FULL OCCUPANCY YEAR: 2010 A -65 1% Traffic Volume Analysis A 66 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 PERIOD Northbound 0 0 0 0 0 0 0 Southbound 908 27 3 152 1090 11 11 Eastbound 1842 55 10 145 2052 21 2 Westbound 1986 60 12 474 2532 25 19 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 4 220 2111 21 3 Eastbound 1864 56 13 456 2389 24 15 Westbound 1929 58 10 286 2283 23 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 TPO FULL OCCUPANCY YEAR: 2010 A 66 1% Traffic Volume Analysis A -67 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 t 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 4 0 76 1 35 Southbound 55 0 2 10 67 1 0 Eastbound 748 0 2 9 759 8 54 Westbound 495 0 2 41 538 5 7 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 469 0 0 0 469 5 14 Southbound 72 0 2 9 83 1 0 Eastbound 578 0 2 38 618 6 32 Westbound 586 0 2 30 618 6 48 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 TPO FULL OCCUPANCY YEAR 2010 A -67 1% Traffic Volume Analysis A -h8 Intersection: 23. Santa Rosa & San Joaquin Hills Existing Traffic Volumes Based on Average WintedSpring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projectetl 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 26 11 145 1 36 Southbound 115 0 0 15 130 1 0 Eastbound 428 0 20 19 467 5 49 Westbound 1032 0 26 91 1149 11 4 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 67 42 676 7 59 Southbound 98 0 0 12 110 1 0 Eastbound 729 0 26 47 802 8 10 Westbound 580 0 64 69 713 7 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 TPO FULL OCCUPANCY YEAR: 2010 A -h8 1% Traffic Volume Analysis A -69 Intersection: 24. San Miguel & San Joaquin Hills 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 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 322 0 0 0 322 3 0 Southbound 485 0 0 0 485 5 9 Eastbound 729 0 2 63 794 8 0 Westbound 936 0 4 191 1131 11 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 28 0 748 7 6 Southbound 423 0 15 0 438 4 0 Eastbound 959 0 0 216 1175 12 0 Westbound 1115 0 16 137 1268 13 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 TPO FULL OCCUPANCY YEAR: 2010 A -69 1% Traffic Volume Analysis A -70 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 0 0 392 4 49 Southbound 118 0 0 0 118 1 8 Eastbound 208 0 0 12 220 2 10 Westbound 1089 0 0 37 1126 11 9 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 891 0 0 0 891 9 10 Southbound 372 0 0 0 372 4 58 Eastbound 724 0 22 37 783 8 1 Westbound 742 0 16 22 780 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 TPO FULL OCCUPANCY YEAR: 2010 A -70 1% Traffic Volume Analysis A -71 Intersection: 26. Balboa /Superior & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 618 0 31 14 663 7 0 Southbound 479 0 26 52 557 6 0 Eastbound 3468 139 168 102 3877 39 11 Westbound 849 34 28 231 1142 11 18 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 535 0 10 15 560 6 0 Southbound 1138 0 162 221 1521 15 0 Eastbound 1649 66 73 219 2007 20 8 Westbound 2446 98 62 142 2748 27 15 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 TPO FULL OCCUPANCY YEAR: 2010 A -71 1% Traffic Volume Analysis Southbound Intersection: 27. Newport & Coast Hwy 7 10 Eastbound 2562 77 7 67 2713 Existing Traffic Volumes Based on Average Winter /Spring 2007 Westbound 1098 33 27 235 1393 14 Peak 1 Hour Approved Cumulative Project AM Traffic is estimated to be less than I% 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 1087 33 118 85 1323 13 4 AM PEAK PERIOD 1534 46 77 238 1895 19 8 Northbound 0 0 0 0 0 0 0 Southbound 653 20 49 17 739 7 10 Eastbound 2562 77 7 67 2713 27 11 Westbound 1098 33 27 235 1393 14 18 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 0 0 0 0 0 0 0 Southbound 1087 33 118 85 1323 13 4 Eastbound 1534 46 77 238 1895 19 8 Westbound 2411 72 14 145 2642 26 15 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 TPO FULL OCCUPANCY YEAR: 2010 A -72 I% Traffic Volume Analysis Eastbound 2392 96 94 89 2671 Intersection: 28. Riverside & Coast Hwy 22 Westbound 1309 52 130 281 1772 18 26 Existing Traffic Volumes Based on Average Winter /Spring 2006 Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required. Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Westbound 2523 101 134 195 2953 30 27 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. AM PEAK PERIOD Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Northbound 8 0 0 0 8 0 0 Southbound 401 0 2 5 408 4 0 Eastbound 2392 96 94 89 2671 27 22 Westbound 1309 52 130 281 1772 18 26 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 4 530 5 0 Eastbound 1817 73 181 327 2398 24 13 Westbound 2523 101 134 195 2953 30 27 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 TPO A -73 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis A -74 Intersection: 29. Tustin & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 52 0 0 0 52 1 0 Eastbound 2268 91 86 94 2539 25 22 Westbound 1276 51 55 280 1662 17 26 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 7 0 0 0 7 0 0 Southbound 85 0 0 0 85 1 0 Eastbound 1587 63 91 332 2073 21 13 Westhound 2509 100 103 197 2909 29 27 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 TPO FULL OCCUPANCY YEAR: 2010 A -74 1 % Traffic Volume Analysis A -7> Intersection: 30. Dover /Bayshore & 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 24 28 1028 10 9 Eastbound 2421 73 81 94 2669 27 22 Westbound 1720 52 61 360 2193 22 32 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 41 83 1434 14 1 Eastbound 1630 49 118 332 2129 21 13 Westbound 3341 100 92 248 3781 38 37 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 TPO FULL OCCUPANCY YEAR: 2010 A -7> 1°/ Traffic Volume Analysis PROJECT: North Newport Center TPO A -76 FULL OCCUPANCY YEAR: 2010 Intersection: 31. Bayside & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 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 446 0 4 0 450 5 0 Southbound 46 0 62 5 113 1 0 Eastbound 3170 127 71 116 3484 35 31 Westbound 1483 59 39 351 1932 19 32 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 4 172 2 0 Eastbound 2419 97 91 385 2992 30 13 Westbound 3129 125 56 238 3548 35 37 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 TPO A -76 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis A -77 Intersection: 32. Newport Center & Coast Hwy 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 0 0 0 0 0 0 0 Southbound 128 0 9 0 137 1 9 Eastbound 1905 57 10 156 2128 21 29 Westbound 1447 43 16 469 1975 20 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 34 0 714 7 0 Eastbound 1874 56 26 513 2469 25 7 Westbound 2041 61 13 317 2432 24 17 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 TPO FULL OCCUPANCY YEAR 2010 A -77 1% Traffic Volume Analysis Southbound 143 0 0 0 143 Intersection: 33. Avocado & Coast Hwy 7 Eastbound 1480 59 6 156 1701 17 28 Existing Traffic Volumes Based on Average Winter /Spring 2006 19 18 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 1684 67 11 513 2275 23 2 Westbound 1603 64 7 317 1991 20 0 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Northbound 305 0 0 0 305 3 0 Southbound 143 0 0 0 143 1 7 Eastbound 1480 59 6 156 1701 17 28 Westbound 1398 56 15 469 1938 19 18 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 362 0 0 0 362 4 0 Southbound 705 0 1 0 706 7 48 Eastbound 1684 67 11 513 2275 23 2 Westbound 1603 64 7 317 1991 20 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 TPO FULL OCCUPANCY YEAR 2010 A -78 1 % Traffic Volume Analysis A -79 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 6 159 1399 14 14 Westbound 1990 80 10 502 2582 26 19 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 8 527 2388 24 18 Westbound 1742 70 7 317 2136 21 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 t Hour Traffic Volume. Intersection Capacity Utilizaton (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -79 1% Traffic Volume Analysis A -80 Intersection: 35. Marguerite 8 Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 249 0 0 0 249 2 0 Southbound 243 0 0 3 246 2 0 Eastbound 1233 49 5 159 1446 14 14 Westbound 1821 73 10 515 2419 24 19 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 241 0 0 0 241 2 0 Southbound 254 0 0 13 267 3 0 Eastbound 1799 72 7 527 2405 24 18 Westbound 1460 58 7 324 1849 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 TPO FULL OCCUPANCY YEAR: 2010 A -80 1% Traffic Volume Analysis A -SI Intersection: 36. Newport Center & 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 0 0 223 2 0 Southbound 126 0 0 0 126 1 0 Eastbound 227 0 0 0 227 2 2 Westbound 13 0 0 0 13 0 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 291 0 0 0 291 3 0 Southbound 289 0 0 0 289 3 0 Eastbound 267 0 0 0 267 3 9 Westbound 91 0 0 0 91 1 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 TPO FULL OCCUPANCY YEAR 2010 A -SI 1 % Traffic Volume Analysis A -82 Intersection: 37. Santa Cruz & Newport Center Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 69 0 0 0 69 1 1 Southbound 166 0 0 0 166 2 2 Eastbound 117 0 0 0 117 1 0 Westbound 181 0 0 0 181 2 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 274 0 0 0 274 3 9 Southbound 255 0 0 0 255 3 9 Eastbound 235 0 0 0 235 2 0 Westbound 299 0 0 0 299 3 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 TPO FULL OCCUPANCY YEAR: 2010 A -82 1% Traffic Volume Analysis A -83 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 0 0 122 1 6 Southbound 313 0 0 0 313 3 30 Eastbound 85 0 0 0 85 1 0 Westbound 274 0 0 0 274 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 278 0 0 0 278 3 26 Southbound 392 0 0 0 392 4 15 Eastbound 214 0 0 0 214 2 0 Westbound 298 0 0 0 298 3 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 TPO FULL OCCUPANCY YEAR: 2010 A -83 1% Traffic Volume Analysis A -84 Intersection: 39. Newport Center & San Miguel Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 322 0 0 0 322 3 3 Southbound 130 0 0 0 130 1 17 Eastbound 69 0 0 0 69 1 2 Westbound 377 0 0 0 377 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 376 0 0 0 376 4 10 Southbound 388 0 0 0 388 4 0 Eastbound 390 0 0 0 390 4 16 Westbound 685 0 0 0 685 7 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 TPO FULL OCCUPANCY YEAR 2010 A -84 1 % Traffic Volume Analysis Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR 2010 A -85 Intersection: 40. Newport Center /Fashion Island & Newport Center Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 501 0 0 0 501 5 0 Southbound 15 0 0 0 15 0 1 Eastbound 229 0 0 0 229 2 0 Westbound 121 0 0 0 121 1 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 431 0 0 0 431 4 1 Southbound 156 0 0 0 156 2 9 Eastbound 342 0 0 0 342 3 0 Westbound 511 0 0 0 511 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 TPO FULL OCCUPANCY YEAR 2010 A -85 1. MacArthur 6 Campus Existing TOTAL CAPACITY UTILIZATION .496 .764 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK LANES CAPACITY VOL 'i1C VOL V/C NBL 1 1600 53 .033 155 .091' NBT 4 6406 697 .140" 1171 .131 NBR 1 1600 �0 .031 35 .022 SBL 1 '696 261 .163* 131 .082 SBT 4 6400 918 .143 1108 .173' SBR 1 1600 299 .187 666 .41E EBL 2 3200 458 .143 336 .1.05* EBT 3 4806 774 .180" 455 .131 EBR 0 0 87 ESP 202 0 NBL 11 3200 43 .01 3* 132 .041 'NBT _ 4600 225 .047 1080 .225' WBR E 1082 100 WBR 155 100 Right Turn Ad.ustment 156 Right Right SBR .164' TOTAL CAPACITY UTILIZATION .496 .764 Existing + Growth + Approved + Project AM PK AM PK AM PK HOUR Pt4 PK RCUR LANES LANES C.gPACIT7 VOL Z/C 10L V/C NBL 1 160E Si .034 157 .098' NBT 4 640C 953 .149" 1265 .198 NBR I 1600 50 .031 37 .023 SBL 1 160' 261 .1E3' 131 .082 SBT_ 4 6400 996 .156 1181 .185* SBR l 1600 301 .186 669 .418 EBL 2 3200 461 Al 4 338 .106* EST 2 4800 182 .181' 475 .141 ESP C 0 E3 204 204 WK "IBL 2 3207 44 .014' 135 .042 WBT 3 4800 221 .047 1082 .225 WBR = 100 100 136 156 Right Right Tura Adjustment SBR SBR SBR .153 TOTAL CAPACITY UTILIZATION .507 .767 A -8G Existing + Regional Growth + Approved AM PK AM PK HOUR FM 2K HOUR LANES LANES CAPACITY VOL V/C VOL VIC NBL I 1600 55 .634 157 .098* NBT 6400 6400 0041 .148* 1244 .194 PIBR 1 1600 50 .031 37 .C23 SB; I 1600 261 .163* 131 .C82 SBT 4 6400 978 .153 1175 .184` SHE I 1600 301 .188 669 .418 ELL 2 1200 461 .144 338 .106* EBT 3 4800 782 .181* 475 .141 EBR 0 0 89 204 204 WK WK 2 3200 44 .614* 135 .042 hBT 3 4800 227 .047, 1082 .225* WBR f 101-- 100 156 136 R*gtt Right TUrn Adjustmenr. SBR SBR .1`4* TOTAL CAPACITY UTILIZATION .506 .767 Existing + Growth + Approved + Cumulative AM PK 30i!R PM PK HOUR LANES CAPKITv VOL VIC VOL W: N3L 1 1600 55 .534 157 .098* NnT 4 6400 1097 .171* 1345 .210 NBR 1 1600 50 .531 37 .023 SK I 1660 261 .163* 131 -032 S5T 4 6460 1036 .162 1330 .208' SAP. - IE00 301 .IB£ 669 .41B EBL 2 3260 461 .144 338 .106' EST 3 =8C0 732 .181* 475 .141 EAR 0 p 39 204 WK 11 32CO S4 .014* 135 .062 WST 3 490 22'' .091 1062 .22`* WBR f 101-- 156 R*gtt Tcru kd7ustm2nt SBR .139* TOTAL CAPACITY UTILIZATION .529 .767 1. MacArthur d Campus Wsting + Growth + Approved + Cumulative + Project AN PK F.00R PM PR HOUR. LANES CAPACITY 'VOL V/C 'VOL V/C HBL 1 1600 55 .034 157 .098' NBT 4 6400 1105 .173' 1366 .213 HER 1 1600 50 .031 37 .923 SBL 1 1600 261 .iQ3 lit .082 SAT 4 6400 1056 .165 1336 .209' SBR 1 1600 301 .i88 669 .418 EEL 2 3200 461 .144 33@ .1061 EST 3 4800 '82 .181' 175 .141 EAR 0 0 89 204 WBL 2 3200 44 .014` 1H .042 WBT 3 4800 227 .047 1582 .225' WBR f 100 156 Right Turn Adjustment -'BR .1291 TOTAL CAPACITY UTILIZATION .531 .767 A -87 n 2. MacArthur 6 Birch Existing AM PE POUR FM PK HOUR LANES CAPACITYY VOL, V/C VOL V/C n:BL 1 1500 47 .029 111 .071* 1IYL 3 4800 1741 .363* 1183 .246 ::BR = 104 22 SBL I 160.7 146 .091' E9 .043 SET 4 6400 ?71 .148 2067 .150* SBR 0 0 177 t1C• EEL 0 0 123 20,9 SLIT 3 480•-3 312 ,115' K7 .109' EBR 1 0 59 24 WK I 160.7 21 .013 103 .064 1.7BT 2 3200 164 .051" 094 .217' WBR f 47 140 note: Assumes E!'W Split Phasing Existing + Regional. Growth + Approved P14 PH HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL VIC NBL 1 1600 48 .030 113 .071* NBT 3 4800 1301 .3 ?6* 1235 .257 N2R 104 22 SBL 1 1600 146 .091' E9 .093 SBT 4 6400 315 .156 2150 .364* SBR ., 0 182 177 EBL 8 0 128 ME EST 3 4800 372 .117" 208 .113, EBR 1 0 bl 26 RBL 1 1600 21 .013 '03 .064 WET 2 3200 M .351" 696 .218" WBR f 47.40 Note: Assumes El4. Split Phasing TOTAL CAPACITY UTILIZATION .620 .747 TOTAL CAPACITY UTILIZATION .635 .766 Existing + Growth + Approved + Project A11 PK HOUR PM PA HOUR DIE S CAPACITY 'i0L II /C VOL 'v /� EEL I 1000 48 .030 113 .07 ^iBT 3 480.3 181 .3%7' L256 .262 ?:SR f 104 22 SBL 1 100.7 140 .051' E9 .043 SET 4 6400 835 .159 215E .365^ SIR 0 0 152 17', EEL 0 0 128 306 EB.' 3 4E00 111 t!7, 203 .113, EBR 0 .3 ,_ 2E 'WBL 1 1600 2- .0 .3 193 .364 WK 2 3200 164 .051' 69E .218, idBR [ 47 143 Nate: Assumes E/W Split Phasing Existing + Growth + Approved + Cumulative AM PE SOUP. PM PE HOUR LANES CAPACITY 'VOL 'V /C 'JCL V/C NIL 1 LEUO S3 .030 113 .071' NB" 3 9800 1953 .4-17' 036 178 NBR f 109 22 SBI 1 IE00 1_'E .0914 E9 .053 SET E400 873 .165 2305 .338' SBR 0 0 182 lip EEL 0 0 123 1O6 EST 3 =80U 372 .1174 208 .1134 EBR 0 0 01 26 47BL 1 1600 21 .01-i 103 .064 WBT 2 3200 164 .0514 696 .213! WBR f 47 140 Note: Assumes E/W soltt Phasing TOTAL CAPACITY UTILIZATION .636 .767 TOTAL CAPACITY UTILIZATION .666 A -88 790 2. MacArthur 6 Birch Existing + Growth + Approved + Cumulative + project AM PR HOUR PM PK HOUR LF_JES WMITY VOL V/C 'JOE V/C NBL 1 1600 48 .030 113 .077" NET 3 4800 1961 .4.09' 1357 .233 `BR f 10§ 22 SBL 1 1600 146 .091' 69 .943 SBT 4 6403 693 .lEH 2311 .339' SBR 0 182 177 ESL ., 0 128 306 EBT 3 4800 372 .1174 208 .1134 -BR 8 0 61 26 V7SL 1 1600 21 .013 103 .064 41BT 2 3200 164 .051' 696 .218' RBR f 47 140 Note: As umes E/W Sptit Fhssinq TOTAL CAPACITY UTILIZATION .668 .791 A -89 3. MacArthur 6 Von Barman Existing AM PH HOUR PM F HOUR LANES CAPACITY VOL 'VC VOL V/C NBL 1 1600 129 .981 7'_ .044' NBT 3 4800 974 .253* '.E8 .164 IDR f 80u 155 S3L _ 160 36 .023" 34 .OZI SST 3 4800 394 .082 962 .200' SBR f 197 101 EFL i 1600 35 .022 137 .086 RUT 2 3200 84 .026* 2222 .069* SIR f 36 281 WBL I 1600 102 .064* 682 .426' %'BT 2 3200 184 .05E 152 .048 WBR f 16 65 TOTAL CAPACITY UTILIZATION .316 .739 Existing + Growth + Approved + Projsct AM vi; HOUR PM PV. HO.R LANES CAPACITY VOS '/ /C VOL V/C ?,'BL 1 1600 130 .0£1 °5 .541' NET 3 4 H 1 29 .214* 853 .178 NBA f 801 155 SBL 1 1600 36 .023' 34 .02- SBT 3 4800 441 .092 1020 .213* SBR f 199 105 EBL 1 1600 38 .024 144 .040 EB" 2 3200 66 .027' 228 .Oil' PER 36 232 iWBL 1 1b90 104 .065' 636 .429' WBT 2 3200 TEL .053 156 .049 WBR 6 E; TOTAL CAPACITY UTILIZATION .329 .760 A 90 Existing + Regional Growth + Approved AM PH HOUR PM PH HOUR LANES CAPACITY VOL VIC VOL V/C NBL 1 1600 130 .081 %5 .047' NBT 3 4800 1021 .2131 832 .173 NBR f 801 155 SS' 1 1600 36 .723* 34 .021 SRT 3 4860 421 .088 1014 .211' SBR f 199 105 BL 1 1600 38 .024 144 .990 EBT 2 3200 86 .027' 223 .071' EBR f 36 283 WBL 1 1600 104 .065' 686 .429* NBT 2 3200 185 .056 156 .949 WBR f 16 65 TOTAL CAPACITY UTILIZATION .328 .75B Existing + Growth + Approved + Cumulative AM PN HOAR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 130 .081 7, .0474 NET 3 1500 1111 .749' 333 .194 HER f 819 119 SBL 1 1600 36 .023° 34 .021 SET i 4809 419 .700 1169 .244, SBR f 159 1.5 EEL 1 1600 38 .02d 144 .090 EBT 2 329.3 E6 .027+ 228 .0711 EER f 36 283 WBL 1 1491 129 .081' 701 .442' NET 2 320.^ 185 .033 156 .049 NBR f 16 65 TOTAL CAPACITY UTILIZATION .375 .804 3. MacArthur & Von Earman Existing + Growth + Approved + Cumulative + project R.t4 PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 130 .081 75 .047' NBT 3 4800 1179 .246' 954 .199 NBR f 819 179 SBL 1 1600 36 .023' 34 .021 SBT 3 4800 499 .104 1175 .245' SBR f 199 105 EBL 1 1600 38 .024 144 .090 EBT 2 3200 86 .027, 22B .071' EBR f 36 283 WK 1 1600 129 .081° 707 .442' !4BT 2 3200 195 .058 156 .049 WBR f 16 65 TOTAL CAPACITY UTILIZATION .377 .805 A -91 5. Jamboree 6 Birch Existing AM PH HOUR PH PK HOiR LANES CAPACITY VOL V/C 'VOL VIC NBS 1 1600 215 .172- 216 .135' NBT 3 4800 1372. .280 1625 .32.9 NSR 0 0 1 3 SBL 1 1600 4 .003 6 -04 SBT 3 4800 1599 .131' 1957 .38 %t SBR f 158 483 sBL 0 0 148 349 EBT 2 3200 5 .048* 6 A W ESR f 41 154 2L 0 0 1 2781' 1 1600 2 .004' 14 .109' *R 0 0 4 Note: Assumes E /27 Split Phasing TOTAL CAPACITY UTILIZATION .555 .642 Existing + Growth + Approved + Project Al 2K HOUR PH PH HOUR LA143S CrRACITY 'VOL V/C VOL V/C CEL 1 1600 275 .112' 21E .135^ :1BT 3 4900 !463 .2.05 .7E? . ?6E Nee 0 0 3 SBL 1 1600 4 .003 E .0 -4 ;;BT 3 4800 1725 .360' 1982 .413, SBR f 4'9 437 EBL 9 0 148 349 EBT 2 7200 5 .048' E .111' EBR 1 41 15`. !ML 0 0 6 S4BT 1 1600 2 .004' 14 .009 ABR .3 0 4 C ';ace: Assumes Ei2] Split Phasing TOTAL CAPACITY UTILIZATION .584 .668 A -92 Existing + Regional Growth + Approved AM PH HOUR PM PK HOUR LAMES CAPACITY VOL VIC VOL V/C NBL 1 1600 275 .172' 216 .135' NBT 3 4600 1455 .303 1742 .364 Nee 6 0 1 3 SBL 1 1600 4 .003 0 .004 SBT 3 4500 1765 .356' 1576 .4124 SBR f 459 483 EBL 0 0 148 349 EBT 2 1200 5 .048' 6 .1114 BBR f 41 155 UBL 3 0 1 0 UBT 1 1600 2 .0041 14 .009* BR I 0 4 0 Note: Assumes E /'d Split Phasing TOTAL CAPACITY UTILIZATION .580 .667 Existing + Growth + Approved + Cumulative Al _K HO-.R PM PK HOUR CAtIES CAPACITY VO; VIC VOL V/C MBL 1 1600 275 .172' 216 .1351 NBT ? 4600 1628 .32.5 1861 .383 NBR 0 1 3 SBL 1 1600 4 .0O3 0 .004 SBT 3 4500 1780 . ?'1' 2155 .449' Sep _ 455 483 EBL 0 14E 349 EBT 2 3200 5 .C46' 6 .1114 ERR 135 NBL 0 1 0 NBT 1 1600 2 .004' 14 .009' Wee C 0 4 0 Ncte: As3.unes 3i14 Split Phasing TOTAL CAPACITY UTILIZATION .595 .704 5. Jamboree & Birch Existing + Growth + Approved + Cumulative + Project 9M PK LOUR P14 PK HOUR LANES CAPACITY VOL ': /C VOL V/C NBL 1 1600 2 ?5 . :72' 216 .135' NBT 3 4800 1636 .341 1982 .333 NBR. 0 0 1 3 SBL 1 1600 4 .003 6 .004 SK 3 4800 1900 .375' 2161 .450' SBR f 459 =83 EEL 0 0 148 349 EET 2 3200 5 .048' 6 .111' EBR f 41 155 WBL 0 0 1 0 WBT 1 1600 2 .0041 14 .009' NPR 0 0 4 0 Note: ASsurtes E/N Split Phasing TOTAL CAPACITY UTILIZATION .599 .705 A -93 6. MacArthur 6 Jamboree Existing Ado PK HOUR FM ?K HOUR LAMES CAPACITY VOL VJC VOL VIC tlBL I 3200 214 .067 250 .078' MBT 3 4EOO 1669 .352' 539 .112 11B? 1 1600 482 .301 333 .20E SBL 2 3200 85 .027' 208 .065 SET 3 4EOO 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 .19:* WET 3 4800 632 .132 102E .214 WE? f 183 103 TOTAL CAPACITY UTILIZATION .683 .757 Existing + Growth + Approved + Project All PK HOUR PM PK 300R LP_;ES C.UAC7TY VOL VIC VOL '✓iC NBL 2 3200 222 .069 262 .082' NBT 3 4800 1767 .368* 000 .125 HBR 1 1600 483 .302 333 .205 SBL 3200 93 .029' 239 ..72 SBT _ 4,:00 354 .074 1563 . 32 61 SBR f 110 21E EBL e '1200 146 .139 21E .;6E EBT _ 4E00 1047 .21fi, 941 .196` EBR f 215 it WBL 3200 313 .098^ 613 .192' W8T 3 4E00 713 .149 1093 .229 was f 197 113 TOTAL CAPACITY UTILIZATION .713 .796 A -94 Existing + Regional Growth + Approved AM PH HOUR PM PK HOUR LANES CAPACITY VOL 'VIC VOL VC NBL 2 3200 222 .069 262 .0821 NBT 3 4800 1753 .366' 1.79 .121 HER 1 1600 483 .302 333 .208 SBL 2 320.7 93 .029` 230 .072 SBT 3 4800 334 .070 1557 .324' SBR f 110 276 EBL 2 3200 446 .139 216 .068 EBT 3 4800 1039 .216' 920 .192* EAR f 215 51 OBL 2 3200 313 .093' 613 .192, WRT 3 4800 693 .144 1092 .228 VIBR f 191 113 TOTAL CAPACITY UTILIZATION .709 .790 Existing + Growth + Approved + Cumulative .AM PK HOUR PM PK HOUR LADIES CAPACITY VOL VIC VOL VIC NBL 2 3200 222 .069 262 .082" MBT 3 4800 1907 .397' 693 .144 NBR 1 1600 501 .313 357 .223 SBL 2 3200 93 .029' 230 .072 SBT 3 4E00 410 ,OE5 1711 . 35',w SBR i 116 294 EBL 2 3200 465 .145 237 .075 EBT 3 4E00 1194 .249" 1015 .21.' EBR c 215 51 �1131 2 3200 338 .106' 634 .190 NB° 3 4800 739 .154 250 .260 iBR _ 197 113 TOTAL CAPACITY UTILIZATION .781 .848 6. MacArthur d Jamboree Existing + Growth + Approved + Cumulative + Project A'I PK HOUR PA PH HOUR LANES CAPACITY VOL V/C VOL VC NIL 2 3200 222 .069 262 .0921 NIT 3 4800 1915 .399" 714 .149 NBR 1 1600 501 .313 357 .223 S3L 2 3200 93 .029E 230 .072 SIT 3 4800 430 .09Z 1721 .3591 SIR f 116 294 BL 2 7200 465 .145 22% .071 EIT 3 4B00 1202 .250' 1036 .216* EHR f 215 51 W3L 2 3200 33£ .1W 634 .198* WHT 3 4B00 759 .158 1256 .262 KR f 197 113 TOTAL CAPACITY UTILIZATION .784 .855 LWI 7. Bayview 6 Bristol South (EB) Existing AM P6 HOUR ?M PH HOOF LANES CAPACITY VOL V/C VOL V/C I]BL 0 0 C. 0 NBT 0 0 0 0 NBR 2 3200 530 .19 641 .200 SBL 0 0 0 0 SBT 0 0 0 0 SBR 0 0 0 0 EBL 0 0 0 0 EBT 4 6400 2739 .423* 2913 .455' EBR 1 1600 398 .249 144 .090 WBL 0 0 G 0 WET 0 0 G 0 WBR 0 0 G 0 Right Turn Adjustment NBR .150' NBR .200' TOTAL CAPACITY UTILIZATION .573 .655 Existing + Growth + Approved + project AM PH HOUR 9M PH HOUR LAI17S CAPACITY VOL VIC VOL V/C NBL 0 0 0 0 IIBI 0 0 0 0 UK 2 3200 480 .110 641 .250 SK 0 0 0 0 HT 0 0 n 0 SBR 0 0 G 0 EBL 0 0 0 0 EBT - 6400 2819 .440' 3012 EBR 1 1600 39 %! .245 14' .0 ?0 WBL 0 0 G 0 WBT 0 0 0 0 WBR 0 0 C. 7 Fight Turn .Adjustment N3R .150' NBR .2001 TOTAL CAPACITY UTILIZATION .590 .671 A -9h Existing + Regional Growth + Approved AM PH HOUR PR PH HOUR LANES CAPACITY VOL V/C VOL :' /C NBL 0 U 0 NET 0 0 0 0 NBR 2 :200 480 .150 641 .200 SBL 0 0 0 0 SBT 0 0 0 0 SBR 0 0 0 0 EBL 0 0 0 0 EBT 4 6400 2787 .435' 2934 .468` EBR 1 1600 398 .249 1_44 .090 WBL 0 0 0 J k7BT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment NBR .150' NBR .200* TOTAL CAPACITY UTILIZATION .585 .668 Existing + Growth + Approved + Cumulative Ail PH HOUR PM PH HOUR LANES CAPACI °_Y VOL VIC VOL V/C NBL 0 0 0 0 NBT 0 0 0 0 %BR 2 3%00 -BG .150 641 .200 BL 0 0 0 0 SBT 0 9 0 0 SBR 0 0 G 0 EBL 0 0 0 0 EBT 6100 2'87. .435' %994 .463+ ERR 1 1000 3 98 .249 144 .030 6L 0 0 G 0 WBT 0 0 0 0 WBR 0 0 0 7 Right Turn Adjustment NIR .1501 NBR .200` TOTAL CAPACITY UTILIZATION .585 .668 7. Bayview 6 Bristol South (EB( Existing + Growth + Approved + Cumulative + project N4 PH HOUR FM PK HOUR LANES CAPACITY 00 -s V/C VOL V/f NBL 0 0 0 0 NBT 0 0 0 0 NBR 2 3200 480 .150 541 .200 SBL 0 0 0 0 SBT- 0 0 0 u SHE 0 0 0 0 EBL 0 0 0 13 EBT 4 6400 2819 .440' 3012 .471' EBR 1 _600 398 .249 114 .090 WBL 0 C C C WBT 0 0 C v 47BR 0 0 0 Right Turn Adjestment NBa A50' NBR .200- TOTAL CAPACITY UTILIZATION .590 .671 A -97 F B. Jamboree & Bristol North (NB) Existing AM PK HOUR PH PK HOUR Existing + Regional Growth + Approved AM PK HOUR PH PK HOUR LANES CAPACITY VOL � //C VOL V/C NBL 2 3200 1394 .4081 745 .233* N3T 2 3200 1433 .463 1393 .435 N3R f 692 833 S3L 0 0 0 C SET 2.5 6400 721 .176' 1317 .324' SEA 1.5 406 757 EEL 0 0 0 0 EBT 0 0 0 0 EBB 0 0 0 0 V.R's 0 0 0 0 hTiT 0 0 0 0 WEE 0 0 0 0 TOTAL CAPACITY UTILIZATION .566 .534 TOTAL CAPACITY UTILIZATION .584 .557 Existing + Growth + Approved + Project 24 PK HOsA LANES CP.PAC =T4' 'VOL V/C NBL 2 3200 :3C4 .408" NBT 2 :1200 1441 .466 NEE L'• SOL ' 0 C. SBT 2.5 6400 741 .179` SUB 1.5 4C6 EEL 0 0 EBT 0 C. EBB 0 C. WPL 0 0 ''02T 0 0 wwRR 0 0 PH RK HOUP V0L 1/_ 745 .233' 1414 .4=2 870 0 1323 .32" 57 0 0 0 0 0 0 Existing + Growth + Approved + Cumulative A14 PH HOUR PM PK HOUR LANES CAPACITY VOL 'i /C VOL V.!C NSL 2 3200 1304 .408, 745 .233' NBT 2 3200 IE`6 .518 1500 .469 PER P 692 833 SBL 0 0 0 0 SET 2.` 6400 712 .1B4' 1194 .3S2^ SBR 1.6 406 7`.7 EBL 0 0 0 0 EBT 0 0 0 C. PER 0 0 0 0 !!BL a n 0 0 U78T 0 0 0 0 WSR 0 0 0 0 TOTAL CAPACITY UTILIZATION .587 .558 TOTAL CAPACITY UTILIZATION .592 A -98 .585 LANES CA.P3CTTY VOL P/C VOL V/C EBB 2 3200 :23' .402' '23 .226 NBT 2 3200 3 91 .435 1253 .404 NBR f E92 833 SBL .1 0 0 0 SET 2.5 6400 645 .164' 1216 .303 SHE 1.5 4C5 755 EBL 0 0 0 0 EBT 0 0 0 EBB 0 0 0 0 WEI 0 0 0 0 NBT 0 0 0 0 WEE 0 0 C. 0 Existing + Regional Growth + Approved AM PK HOUR PH PK HOUR LANES CAPACITY VOL � //C VOL V/C NBL 2 3200 1394 .4081 745 .233* N3T 2 3200 1433 .463 1393 .435 N3R f 692 833 S3L 0 0 0 C SET 2.5 6400 721 .176' 1317 .324' SEA 1.5 406 757 EEL 0 0 0 0 EBT 0 0 0 0 EBB 0 0 0 0 V.R's 0 0 0 0 hTiT 0 0 0 0 WEE 0 0 0 0 TOTAL CAPACITY UTILIZATION .566 .534 TOTAL CAPACITY UTILIZATION .584 .557 Existing + Growth + Approved + Project 24 PK HOsA LANES CP.PAC =T4' 'VOL V/C NBL 2 3200 :3C4 .408" NBT 2 :1200 1441 .466 NEE L'• SOL ' 0 C. SBT 2.5 6400 741 .179` SUB 1.5 4C6 EEL 0 0 EBT 0 C. EBB 0 C. WPL 0 0 ''02T 0 0 wwRR 0 0 PH RK HOUP V0L 1/_ 745 .233' 1414 .4=2 870 0 1323 .32" 57 0 0 0 0 0 0 Existing + Growth + Approved + Cumulative A14 PH HOUR PM PK HOUR LANES CAPACITY VOL 'i /C VOL V.!C NSL 2 3200 1304 .408, 745 .233' NBT 2 3200 IE`6 .518 1500 .469 PER P 692 833 SBL 0 0 0 0 SET 2.` 6400 712 .1B4' 1194 .3S2^ SBR 1.6 406 7`.7 EBL 0 0 0 0 EBT 0 0 0 C. PER 0 0 0 0 !!BL a n 0 0 U78T 0 0 0 0 WSR 0 0 0 0 TOTAL CAPACITY UTILIZATION .587 .558 TOTAL CAPACITY UTILIZATION .592 A -98 .585 8. Jamboree S Bristol North (WB) Existing + Growth + Approved + Cumulative + Project AM PK HOUR PH PR HOUR LANES CAPACITY VOL V/C VOL V/C NBS 2 3200 1304 .409" 745 .233' NBT 2 3200 1664 .520 1521 .475 IJBR f 113 810 SB7 0 0 0 0 SBT 2.5 6400 792 .187' 1500 .353' SBP 1.5 406 757 EBL 0 0 0 0 EET 0 0 0 0 EBR 0 0 0 0 0L 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 TOTAL CAPACITY UTILIZATION .595 .586 A -P9 f 9. Jamboree d Bristol South (EB) Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C ::BT 5 8000 2127 .273' 1643 .245 NBR 0 0 60 115 SBL 3 0 0 0 SET 3 4800 675 .141 1241 .259' SIR 0 0 0 0 BBL 1.5 1229 .385' 873 {.4141* EB" 1.5 4800 434 .271 1015 .4:4 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 Existing + Growth + Approved + Project AM PK HOU? PH P4 FOUR LANES CAPACITY VOL V/C VOL VIC PILL 0 0 0 0 NBT 5 8090 2313 .297' 2063 .272 NPR 0 0 60 115 SBL 0 0 0 0 CRT 3 4p00 773 . M 1349 .2811 SBR 0 fi 0 0 EEL 1.5 1232 .3851 581 1.4171' EBT 1.5 4800 443 .277 1020 .417 EIR 2 3200 1265 .395 li68 .4123 WBL 0 0 9 0 W31 0 0 0 0 VER. 0 0 0 Rr h- Tern Adlustmen: EBR .011' TOTAL CAPACITY UTILIZATION .682 .709 A -100 Existing + Regional Growth + Approved AM PK HCUR PM PK HOUR LANES CAPACITY ME VIC VOL V/C OLE U 0 0 0 NBT 8000 228 .293' 2035 .269 NPR C. 0 60 115 SBL C. 0 0 0 CPT 3 4800 '133 .157 1343 .280' SBR 0 9 0 EEL 1.5 1232 .335' 581 EBT 1.5 4800 444 .278 1023 .418' EBR 2 3270 1233 .385 1350 .422 WEL 0 0 C 0 WBT 0 6 9 0 WK 0 0 1 0 Right '•a :n Aqustment EBR .004' TOTAL CAPACITY UTILIZATION .678 .702 Existing + Growth + Approved + Cumulative AY PK HOUR PM PK HOUR LADIES CAPACITY VOL VIC VCL VIC 2L 0 0 0 0 N3T 5 87C0 2460 .315' 2142 .282 NBR 0 0 o0 115 53L 0 0 0 0 S3T 3 '30 804 .I EB 1520 .317' SSR 0 C. 0 0 EEL ..5 1232 .385' 581 EBT ;.5 X300 444 .2'8 1023 .413' EBR 2 3200 1233 .385 1330 .422 WB; 0 0 0 0 WET 0 0 0 0 EBR 0 0 0 0 - tight Turn Ad3ustmen-- EBR .9044 TOTAL CAPACITY UTILIZATION .700 .739 9. Jamboree d Bristol South (EB) Existing + Growth + Approved + Cumulative + project 7d1 PK HOUR PM PK HOUR LANES CAPACITY VOL P/C VOL "/C NBL 0 0 0 0 EST 5 8000 2486 .318, 2170 .286 2R 0 0 60 ll5 SBL 0 0 C 0 SBT 3 4800 824 .172 1526 .318' SSA 0 0 0 EBL 1.5 1232 .385` 981 1.411' EST 1.5 4800 443 .277 1020 .41- .BR 2 3200 1265 .305 1369 .428 WE; 0 0 0 0 WBT 0 0 0 0 hBR 0 0 0 0 Ri;ht Turn P.d3ust ent EBR .011* TOTAL CAPACITY UTILIZATION .703 .746 A -101 10. Jamboree 6 Bayview Existing LANES CAPACITY_ NBL i 1600 NET 4 6400 HER 0 0 SBL 1 1E90 SET 4 64,10 SBR 1 160.0 EEL 2 3200 NET 1 1600 EBR 1 le "0 WBL 1 1600 WET 1 1E10 WBR 1 1EC0 Right Turn Adjustment AN. PK 209R P14 P3 HOUR VOL V/C VOL 4/C 319 .0'4 57 ,035 1760 .284' 1650 .266' SE `1 19 .045' 19i .119' 1639 .259 2111 .330 269 .168 81 .051 34 .011 162 .051' 12 .008' 11 .007 42 .926 226 .141 17 .01P 37 .023 .003 3 .002^ 79 .049 130 .081 WBR .004' EBR .0"'0' Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C XL V/C NBL 1 1600 119 .074' 57 .036 NET 4 6401, 1883 .304 18' 8 .292' NBR 0 C 56 51 SBL 1 11603 79 .049 191 .1191 SBT 4 6400 1824 .235' 2291 .358 SEE 1 1500 259 .1E8 61 .051 EBL 2 3200 34 .011 162 .051' EBT 1 1600 12 .0081 11 .007 EBR 1 160.7 42 .026 226 .141 l4BL 1 1600 17 .011' 37 .023 WE" 1 1600 - .003 3 .002' WBR 1 1600 79 .049 130 .081 Right Tura Adjustment EBR .071/ TOTAL CAPACITY UTILIZATION .356 .508 TOTAL CAPACITY UTILIZATION .378 Existing + Growth + Approved + Project .AM PK HOUR. P14 PK HOUR L4Nn CAPACITY VOL V/C "10: Vl-1 HEL 1 IE30 119 .0.9' S' .036 NET 4 6470 1513 .308 137; .30 :' NB? 0 0 55 `.1 SBL 1 1500 79 .0 =9 191 SET 4 64.70 1875 .293' 2316 .362 SBR 1 !600 20 .163 31 .051 EBL 2 32.70 34 .011 162 .C•51' E21 1 . 0.70 12 .003' 11 .007 EP..7 1 1606 42 .02E 226 .141 W2L 1 't600 ;7 .011' 37 'M WBT 1 :600 4 .003 3 .CO.2' WB3 1 :600 79 .0� °. 130 .C81 Rlgtt "tern Adiuscmenr. E3R ..16-11 535 Existing + Growth + Approved + Cumulative AM P.l' HOUR PM PK HOUR CANES CAPACITY VOL 'J/C VOL V/C SBL 1 1600 119 .07-% 57 .036 1:BT L. 6400 2061 .331+ 1925 .309' SBR 0 0 56 51 SBL 1 1600 79 .043' 191 .119' 'BT 6400 1815 .293 246E .386 SBR. 1 1600 269 .163 81 .051 EBL 2 3200 34 .011 162 .051' EBT 1 1600 12 .008' 11 .007 EBR 1 1500 42 .020 226 .141 t;BL 1 1600 17 .011' 37 .023 t•16T 1 1600 4 .003 3 .002' t•7BR 1 1600 79 .049 110 .061 Right Turn Adlustnsnt WBR .004' EBR .Oi9' TOTAL CAPACITY UTILIZATION .386 .540 TOTAL CAPACITY UTILIZATION .403 A -102 .560 10. Jamboree 6 Bayview Existing + Growth + Approved + Cumulative + Project A'4 PK FOUR PM FK ROUR IMES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .071 57 .036 NB" 4 6400 209i .335` 1982 .318' NBR 6 0 56 51 1 1600 79 .049' I91 .H9' SHE 4 6400 1927 .301 2993 .390 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 NBL 1 1600 17 .011' 37 .023 WBT 1 1600 4 .003 3 .002' 47BR 1 1600 79 .049 130 .081 Right Turn -Adjustment WBR .004` HR .076' TOTAL CAPACITY UTILIZATION .407 .566 A -103 11. Jamboree d University Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NSL 1600 71 .044 38 .024' N3T 3 4800 145' .304' 1386 .289 NIR _ 1600 190 .119 254 .159 S3L 2 3200 61 .019' 155 .048 SST 3 4300 1295 .210 1896 .395' S3R _ 1600 313 .196 426 .266 E3L 1.5 393 223 EST 0.5 3200 108 .157rt 102 .102' ESR f 33 26 WBL I.5 295 216 W-IT 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 AK: PE HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL VIT 031, _ 1600 71 .944' 38 .024' HST 3 4800 1600 .333 1601 .334 N3R _ 1600 196 .123 263 .1-64 S3L 2 3200 51 .019 157 .049 SST 3 4300 1499 .312` 2065 .434' S3 i 1600 313 .196 426 .266 E3L _.5 393 223 EST 0.5 3200 109 .101' 102 .1021 E3R f 33 26 WSL .. 296 225 WBT i.5 4300 759 .095, 129 .0741 WBR f i89 95 Note: nssuRes E/W Split Pt'astcg TOTAL CAPACITY UTILIZATION .608 .634 A -104 Existing + Regional Growth + Approved A14 PK HOAR PM PK HOUR LANES CAPACITY VOL a/C VOL V/C NBL 1 1600 71 .�44 38 .024' NST 3 4800 1570 .327' 1544 .322 NBR 1 1600 191 .119 261 .163 SEL 2 3200 E1 .719` 157 .049 SBT 3 4800 1447 .301 2060 .429' SBR 1 1600 313 .196 426 .266 EBL 1.5 393 223 EST 0.5 3200 109 .157' 102 .102` ERR f 33 26 WBL 1.5 296 224 WBT 1.5 4300 159 .395` 129 .074' WSR f IE9 95 Note: ASSUmes E/W Split Phasing TOTAL CAPACITY UTILIZATION .598 .629 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL l +/C VOL VEC NEL 1 1C:0 '1 .044 38 .024' NBT 3 4800 1743 .3E3' 1651 .344 NBA 1 IESU 2E6 .1E6 309 .193 SEL 2 3200 E1 .019' 151 .049 SBT 3 4300 1433 .312 22S', .46E' HE? 1 1Ec6 313 .1006 426 .206 EBL 1.; 393 223 EST 0.5 3200 109 .lE" 102 .102s DR f 33 26 WE 1.5 318 .099 301 .095' WBT 1.5 4800 ' -59 .099' 129 .081 WBR f 169 95 Note: A3suines E/W Split Phasing TOTAL CAPACITY UTILIZATION .638 .687 11. Jamboree & University Existing + Growth + Approved + Cumulative + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 it .944 38 .024' NBT 3 4800 1773 .369' 1708 .356 NBR 1 1690 211 .165 311 .194 SBL 2 3200 61 .015' 15" .049 SK 3 4800 1550 .323 2262 .471' SBR 1 1600 313 .196 426 .266 EBL 1.5 393 223 E3T 0.5 3200 109 .157" 102 .102' EBR f 33 26 WBL 1.5 318 .099 306 .096' WBT 1.5 4600 159 .0991 129 .081 WBR f 169 95 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .644 .693 A -105 12. Jamboree S Bison Existing .4,N PK HOUR FN PE HOUR LANES CA.PAMY V'Ol V/C 'JOL J/C NBL 7 0 0 NET 3 4800 1346 .322* :669 .376* NBR J 0 201 138 SEI 2 ?200 196 .061' M .65i' SBT 3 4800 1601 .334 2003 .417 SBR 1 1600 196 .123 113 .04 ESL 1 1600 116 .073 67 .642 EBT 7 0 0 6 EBR f ?l 35 WEI 2 3200 144 .045 273 .685' WBT 7 0 0 WK 2 3200 1 ?5 .055 191 .660 Right Turn Ad]ustTent t% .009` TOTAL CAPACITY UTILIZATION .465 .518 Existing + Growth + Approved + Project hM FE HJUR FM PK HOUR LANES GAPACLTY VOL V/c 'VOL V!C 4£00 1410 .352' M-,, .422' 0 208 144 SE1 2 1200 200 .063+ 196 .66i` SP" 3 4800 1803 .376 X182 .455 SBR 1 1600 196 .123 11B .0 ?4 M I 1000 116 .073' 67 .642 EB" 0 0 1 ERR 3_` 5161 2 3200 146 .04c 231 .08^ NB': S 0 0 0 51PR 2 3200 119 .0116 194 .06, Fight Turn Ad'astnent 478R TOTAL CAPACITY UTILIZATION .497 .571 M06 Existing + Regional Growth + Approved AM PK AM PK HOUR PM PK 30UR LANES LANES CAPACITY VOL V/C VOL 9/C NR; 0 0 0 0 0 NET NET 3 4800 1444 .343' 1824 .409' NPR 0 0 202 141 141 SB: SK 2 3200 2 °O .C63` 1196 SET SST 3 4800 1750 .365 2155 .449 SBR 1 1600 196 .123 118 .074 L& 1 1600 116 .013* 67 .042 3BT 0 0 0 1 1 RR .BR f 71 71 15 35 61K 67B-- 2 3260 145 .045 276 .086* VMT 0 0 0 0 0 ¢BR WBR 2 3200 179 .056 1194 .061 Sigh: Turn AOjustmen: WBR WBR .009" TOTAL CAPACITY UTILIZATION .488 .556 Existing + Growth + Approved + Cumulative AM PK HOCR PM PK HOUR LANES "AFACTTY VOL V/" VOL V/C NK 0 0 0 0 NET 3 4800 1656 .301 1956 .437` NBR 0 0 202 141 SB: 2 320 211 .0661 233 .073' SET 3 4860 1812 .378 2375 .�95 SBR 1 1660 196 .123 113 .074 EB-- 1 160 116 .0'3' 67 .042 LET 0 0 0 1 RR f 71 15 61K 2 3200 145 .f45 278 .086' c7BT 0 0 0 0 ¢BR 2 320 M .0 6£ 21', .068 Right Turn Ad7ustmen_ WBR .UlP TOTAL CAPACITY UTILIZATION .544 .596 12. Jamboree & Bison Existing + Growth + Approved + Cumulative + Project AM RK HOUR PM BK HOUR LANES CAPACITY 'VOL 1,i /C VOL V/C N3L 0 0 0 0 N3T 3 4800 1692 .396^ 2015 .4501 NBR 0 0 208 144 SBL 2 3200 211 .066' 233 .01,31 SK 3 4600 1865 .389 2402 .500 SBR 1 1600 196 .123 118 .074 EBL 1 1600 116 .073' 61 .042 EBT 0 0 0 1 EBB. f ",1 35 W21. 2 3200 146 .C46 281 .0381 WBT 0 0 0 0 WBR 2 3200 216 .068 217 .068 Right, 'Irn Adpstmen: WB3 .0181 TOTAL CAPACITY UTILIZATION .553 .611 A -107 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' NET 4800 1300 .291 1785 .415 NEE 0 1 98 208 SBL 1 1603 61 .038 44 .028 SET 480C 1541 .321' 2132 A W PER 1 1600 167 .104 49 .031 EEL 1.5 232 66 .041 EBT 1.5 4800 239 .098' 212 .066* SBR f 271 255 'dBL 1.5 131 .082 181 WIT 1.5 4800 358 .112' 157 .070' WEB 1 1600 33 .021 35 .022 Note: Assumes EM Split Phasing TOTAL CAPACITY UTILIZATION .645 .693 Existing + Growth + Approved + Project .A'4 PK HJUR PM PK HOUR IA14ES CAPACITY -,i'JL 'J /C VOL 'i /r NBL 2 3200 367 .115° 366 ,114° NB" 3 4 H 144, .322 2017 .465 i48R 0 0 99 213 SBL 1 1600 61 .038 45 .028 SET 3 4 H 1745 .364' 2321 .484* SBR 1 1600 168 .105 =.9 .031 EEL 1.5 233 c6 .C41 EBT t.5 4E00 244 .099" 212 .C66, EBR f 2 ?4 259 t•;BL 1.5 li3 .083 1B5 4761' 1.5 4800 36E .1.3' 157 .M, WEE 1 1600 'A .021 35 ..322 Saze:.Assumes 6/1 Split Phasing TOTAL CAPACITY UTILIZATION .693 .735 A -108 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUB LANES SAPACiTY VOL V/C VOL VIC NEL 2 3230 367 .115' 366 .114' NET 3 4830 1405 .313 1955 .452 UPS 0 0 99 213 SBL 1 1E00 dl .038 45 .028 SET 3 4800 16x1 .352' 2289 .477' SBR 1 1600 168 .105 49 .031 EEL 1.5 233 66 .041 EBT 1.5 48.70 244 .099' 212 .066* EBR f 274 259 WBL 1.5 133 .083 185 WET 1.5 4800 368 .15' 157 .011 WES 1 .600 34 .021 35 .022 Ncte: Ames E/W Split Phasinq TOTAL CAPACITY UTILIZATION .681 .728 Existing + Growth + Approved + Cumulative AM PK I:OUR PM PK HOUR L21ES CAPACITY VOL '✓ /C VOL V/C MEL 2 3200 376 .1_'8' 371 .116^ NET 3 4£00 1595 .356 2074 AE6 HER 3 0 112 257 SBL 1 1600 67 A 4 2 E7 .042 SB' 3 4209 174, .364' 2447 .51£' SBR 1 1600 165 .105 49 .631 EEL 1.5 2:33 EE .041 EB" 1.5 4"0 259 .103' 266 .083' EBR i 2 ?' 208 'dBL 1.5 177 .1L 919 I48T 1.5 4800 419 .13.' 133 .M WBR 1 1600 56 .(•35 48 .030 `i .Oze: Assumes EA1 Split Phasing TOTAL CAPACITY UTILIZATION .716 .800 13. Jamboree S Ford Existing + Growth + Approved + C=ulative + Project AM PA HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 376 .1188 ?71 .116A NBT 3 4600 1631 .364 2136 .499 NER 0 0 112 257 SPL 1 1600 67 .042 67 .042 SET 3 4800 1881 .375' 2519 .525" SBR 1 1600 168 .105 49 .031 EEL 1.5 233 66 .041 EBT 1.5 4800 259 .103' 266 .0831 EBR f 277 268 WBL 1.5 171 .111 210 WPT 1.5 4800 419 .131' 190 .083' WBR 1 1600 56 .035 48 .030 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .727 .807 A -109 14. Jamboree 6 San Joaquin Hills Existing AM PE HOUR PM PH HOUR LANES CAFACIT: VOL V/C VOL V/C MEL 1 1100 "1 .026 6% .042 NET 3 42,'0 1143 .238* 1598 .3311 HER f 129 135 SBL 2 3200 665 .2A 443 .138" SET 3 4800 1227 .256 1855 .336 SBR f 3' 117 EEL 1.5 233 .031' 162 .051' EDT 1.5 48.00 33 .021 34 .021 EBR f 59 S WBL 1.5 i28 .040' 189 .059' WET 1.5 4860 12 .008 39 .024 WEE 1 1600 42 .026 67 .042 Note: Assames E/W Split Phasing TOTAL CAPACITY UTILIZATION .567 .581 Existing + Growth + Approved + Project AM PK HCUB FM FK HOUR LANES CAPACITY VCR l' /C VOL V/C NBL 1 160 41 .02E 6£ .043 NET 3 480° 1253 .261` 1760 .30' NOR = 134 145 SBL 2 3200 ?24 .226' 504 .158' SET 1800 1407 .293 2012 .4.9 SEE 3, 117 EBL 1.5 258 .0�1* 163 .0511 NET 1.5 4509 33 .021 39 .024 EBR 59 �7 WBL 1.5 144 .045* 20.5 .064* 14BT 1.5 4809 _2 .008 39 .024 "WBR 1 160.3 96 .060 114 .109 Note: Assumes E /I4 Spli= Ehasinq TOTAL CAPACITY UTILIZATION .613 .640 A -110 Existing + Regional Growth + Approved F14 PK HCUR PM Pa HOUR LANES CAPACITY VOL 'NC VOL VC NSL t 1600 41 .02E 68 .043 N3T 3 4806 1253 .261' 1760 .367 N3R f 134 145 S3L 2 3200 670 .209' 472 .148* SET 3 4390 1409 .293 2012 .419 BR f 37 ESL _.5 258 .081' 163 .051° HOT 1.5 4800 33 .021 39 .024 FOR f 59 57 WEL 1.5 144 .045' 205 .064' WBT 1.5 4800 '_2 .008 39 .024 W5R 1 1600 54 .034 112 .070 Not =: Assumes E/W Split Phasinq TOTAL CAPACITY UTILIZATION .596 .630 Existing + Growth + Approved + Cumulative A:4 FK HOUR EM PK HOUR LANES CAPACITY VOL '17C 'VOL V/C NBL 1 1600 4i .026 i8 .043 NET 3 4800 1431 .298* 1908 .398^ NES f 134 144 SBL 2 3200 619 .212 516 .159* SET 4800 1`01 .313 220E .460 SEE f 117 EEL 1.5 258 .081 '65 .051* CET 1.1 4600 33 .C21 39 .G24 CBR f 59 57 WPL 1.5 144 .C45' 205 .064* WRT 1.5 4@00 12 .00£ 39 .024 WBR 1 1600 88 .C55 _32 .083 Ncte: Asaames E /'r! Spit Phasing TOTAL CAPACITY UTILIZATION .636 .672 14. Jamboree 6 San Joaquin Hills Existing + Growth + Approved + Cumulative + Project All PK HOUR PM PK HOUR LANES CAPACITY VOL V/C 'VOL V/C NBL 1 1600 41 .026 6B .043 NIT 3 4800 _131 .2981 190B .358^ NIP. f 1 14 1 6s SBL 2 3200 133 .229' 542 .169' SBT 3 4900 15:1 .313 2206 .460 SIR f 37 117 EBL 1.5 25B .0Bl' 163 .051' EBT 1.5 4800 31 .021 39 .824 EBR f 59 5% W96 1.5 144 .33451 205 .C64, idBT 1.5 4800 12 .306 39 .024 iJBR 1 1000 130 .,981 194 .121 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .653 .682 A -111 15. Jamboree & Santa Barbara Existing AM PE HOUR PM PE YOUR LANES CAPACITY VOL V/C VOL V/C NBI, l 16C0 c .084 9 .006+ NST 3 4870 1225 -255* 1118 .233 NJR. 1 1ECO 323 .202 119 .074 S3L 2 3270 560 .17" 291 .091 SST 3 4800 809 .169 1781 .371+ SBR i 1c00 23 -014 28 .019 EBL - 1600 f2 .0139` 26 .016' EST I 1600 3 .007 8 .008 ERR 0 0 B 4 WBL 1.5 51 307 W81' 0.5 3200 2 .i17* 5 .098' WK 1 1600 93 .C58 662 .414 Sight Turn Adjustment i1BR .208' bate: Assume= EN Split Phasing Existing + Regional Growth + Approved AM PH HOUR. PM PIS HOUR LANES CAPACITY VOL V/C VOL V/C NBI. 1 1600 E .004 9 .00E' UBT 3 1800 1315 .274' 1242 .259 NBR 1 1600 32? .272 120 .075 SB; 2 3200 574 .179' 295 .992 ;BT 3 4800 941 .196 1911 .398" 38R 1 1600 24 .015 34 .021 M 1 1600 E8 .043' 28 .018' EST 1 1600 3 .807 9 .008 ERR 0 8 4 WBL 1.5 52 308 QST 0.5 3200 2 .017' E .098a LIM 1 1600 98 .C61 669 .418 Right Turn Adjustment 148E .211" Note: Assumes E/W Spat Phasing TOTAL CAPACITY UTILIZATION .486 .699 TOTAL CAPACITY UTILIZATION .513 .731 Existing + Growth + Approved + Project AM PK HOUR DM PE HOUR LT&.S CTPACITY VOL -,i /C VOL VIC ';BL 1 1600 6 .004 9 .•706` SBC 3 4800 1315 .2%4* 1242 .259 CBR 1 1600 324 .203 12E .•879 ,.BL 2 3200 ,74 .1%9' 295 .�52 SET 3 4800 941 .190 1911 . 19£' SSE 1 1600 24 .0 .5 34 .921 EBL 1 1000 6E .043' 23 .Ol£" ENT 1 1600 3 .007 9 .008 ERR 3 0 5 4 .4BL 1.. 69 313 �.5 3200 2 .022' 6 .100, tdBR 1 1600 98 .661 6E9 .418 Right Turn Adjustment WEE .209" Nute: Assumes E/4! Split Phasing Existing + Growth + Approved + Cumulative AM 2H HOUR PM PE HOUR LASIES CAPAC3Y V07 '1;C VOL VC NBC 1 1600 6 .004 9 .Cob* NET 3 4800 1493 .31i' 1390 .250 NEE 1 1600 323 .202 120 .C75 SBL 2 5200 574 .09' 29` .092 SBT 4800 1235 .216 2105 .439^ SBR 1 1500 24 .015 34 .021 EBL 1 1600 68 .043' 28 .018 EST 1 1500 3 .00% 9 .00E ERR C. 0 8 4 WBL 1.5 52 3C8 W8T 0.3 3200 2 .017' 6 .098' 4183 1 :607 98 .061 669 .418 Right Turn Adjus:ment WEE .204' Me: AASSUme3 E/W Split Phasing TOTAL CAPACITY UTILIZATION .518 .731 TOTAL CAPACITY UTILIZATION .550 A -112 765 15. Jamboree & Santa Barbara Existing + Growth + Approved + Cumulative + Project M1 PR HOUR PM P3 HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 6 .004 9 .006* NBT 3 4800 1493 .311' 1390 .290 NBR 1 1600 324 .203 126 .079 SBL 2 3200 574 .179s 295 .092 SBT 3 4300 1035 .216 2105 .439' SBB i 1600 24 .015 34 .021 EBL I 1E00 68 .043" 28 .018' EBT 1 1600 3 .001 9 ON SBR 0 0 8 4 WBL 1.5 f9 313 WBT 0.5 3200 2 .022* 6 .100' 7BR 1 1600 98 .061 669 .4i8 Right Turn Adjustment WBR .202' `ate: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .555 .165 A -113 16. Jamboree & Coast Hwy Existing A11 PA HOJR PH PK AM PK HOUR PH PK .lO..R VOL LANES CAPACITY VOL VIC VOL VIC 113L 1 1600 20 .013 37 .1123 UK 2 3200 37,4 .146^ 265 .113' N;P 0 0 94 SRL 96 1600 SK 1 1600 13', .026 ;76 .110' SPT 2 3200 206 .064 431 .135 S8R f 1571 75B EBL 1453 4200 EBL 3 4800 1228 .256- 778 .162' EBT 4 6400 1308 .285 1635 .259 EBR 0 0 13 WBL 25 3200 WBL 2 3200 94 .029 202 .063 WET 4 6400 1069 .167' 1952 .305' WSR f 173 39 169 TOTAL CAPACITY UTILIZATION .655 .690 Existing + Growth + Approved + Project AN PK HO:R PH PK HOUR BANES CAPACIT° COL 6/C 'M 'J /C NBL 1 1500 2: .;13 38 .024 N3T 2 3200 37E, .147* 266 .114' Nnfi 0 0 94 98 Sy. 1 1660 L7 .052' 189 .118' SET 2 3200 20', .P65 434 .135 SEP f 89; ll ff ERL 3 4360 131° .274' 893 .186' EST 4 64110 1929 .304 1125 .274 PER 0 0 1 -, . 2,1 WSL 2 32CO 94 .025 205 .061 WK 4 E400 1149 .180` 2099 .328' WBR. f 84 1,3 TOTAL CAPACITY UTILIZATION .693 .746 A -114 Existing + Regional Growth + Approved A11 PA HOJR PH PK HOUR LANES CAPACITY VOL 111C VOL V/C NBL 1 1600 20 .C13 38 .024 NB? 2 3200 3;5 .147, 266 .114' NBR 0 0 94 98 SRL 1 1600 147 .072 189 .118' SK 2 :200 207 .C65 434 .136 OUR f 380 1571 EBL 3 4200 _314 .274` Bbl .185' EST A 6400 _980 .299 1719 .273 EBR 0 0 14 25 WBL 2 3200 94 .029 205 .064 WRT 6400 1134 .177` 2068 .323' WBR f 89 173 TOTAL CAPACITY UTILIZATION .690 .740 Existing + Growth + Approved + Cumulative A14 PK HOUR PH PK HCUR LANES CAPACITY VOL e!C VOL V/C NEL 1 1600 K .dt? 36 .024 NBT 2 3200 37: .147' 266 .1,4* NBR 0 0 94 98 :8S 1 1600 197 .128' 358 .224* SRT 2 3200 207 .OES 434 .136 ,BR f 924 1596 3BL 3 1800 1322 .276' 931 .194* 361- 4 0400 2907 .316 2:65 .327 .-.RR 0 0 14 25 2 3200 94 .029 205 .064 WRT 4 6400 144E .225' 2281 .356' 1:BR f 254 27-1 TOTAL CAPACITY UTILIZATION .771 .888 16. Jamboree 6 Coast Hwy Existing + Growth + Approved + Cumulative + Project W- PK HOUR P14 PK HOUR LMES CAFACITY VOL VIC VOL V/C NBL 1 16:•0 2� .013 33 .024 NBT 2 32^0 375 .14- 266 .114' NBR 0 0 94 93 SBL 1 1600 19' .123, 353 .224^ SBT 2 32x0 207 .NS 434 .136 SBR f 941 1601 EBL 3 48x0 1323 .2'i' 937 .195' EBT 4 640 2036 .320 2072 .125 EBR 0 0 14 25 WBL 2 3290 94 .929 205 .064 UIBT 4 0490 1455 .221' 2312 .361' S9BR f 234 27', TOTAL CAPACITY UTILIZATION .774 .89d A -115 17. MacArthur S Bison Existing TOTAL CAPACITY UTILIZATION .597 .656 Existing + Growth + Approved + Project AM PK HOUR PM FK FOUR W PK LANES CAPACITY VOL V/C VOL V/C t!BL 2 3170 197 .062 192 .060' LET 4 6410 2466 .38" 2454 .383 NBR f 2EC5 154 ?IBR 183 SBL 2 3280 76 .021` 224 .0740 3BT 4 6486 2018 .31` 270'i .423' SSR 1 1E90 263 .164 221 .201 EEL 2 3200 224 .070 192 .060 EST 2 3200 213 .063" 191 .060' ERR f 194 162 EBR 214 WEL 2 3206 383 .127' 363 .113' 41BT 2 3200 211 .063 266 .083 11W 1 ICGO 94 .059 141 .088 TOTAL CAPACITY UTILIZATION .597 .656 Existing + Growth + Approved + Project W PK HOUR IN PK FOUR LANES CAPKITY VOL 'l /C VOL V/C NBL 2 3260 198 .062 196 .061' NBT I 6400 2567 .401' 2EC5 .407 ?IBR f 162 205 SBL 2 32.60 %E .0241 224 .070 SBT 8400 2:42 .335 2523 .441s 5 B R 1 1600 2rA .1c6 735 .209 ELI 2 3200 i29 .072 198 .062 EB' 2 3200 225 .076` 194 .061' EBR f -63 216 ;aBL 3200 404 .126' 369 ._15' ,iB" 2 3200 219 .068 272 .085 WDR I IE00 B5 .059 141 .088 TOTAL CAPACITY UTILIZATION .621 .678 A -116 Existing + Regional Growth + Approved AM PK HOUR 8M PK HOUR LANES CAPACITY VOL V/C VOL V/C UK 2 3200 198 .362 196 .061' NET 4 6400 2542 .397" 2542 .397 NHR f 154 184 63L 2 3260 76 .324' 224 .070 SBT 4 E400 2041 .325 2802 .4381 SBR 1 1600 266 .166 335 .209 EBL 2 3200 229 .072 198 .062 EBT 2 3200 219 .OE8' 191 .060` EBR f 163 216 WBL 2 3260 334 .1201 363 .1131 WET 2 3200 218 .068 267 .083 WBR 1 1E00 95 .059 141 .088 TOTAL CAPACITY UTILIZATION .609 .672 Existing + Growth + Approved + Cumulative AM PK HOUR FM PK HOUR LANES CAPACITY VOL 'i /C VOL S/C NHL 2 3200 198 .162 196 .0611 NBT 4 6460 2693 .421' 2635 .412 NHR f 154 184 SK 2 3200 30 .325* 239 .075 SET 4 6460 2126 .332 X957 A Q8 SBR _ 1600 2E6 .I66 :35 .209 EBL 2 3260 229 .372 198 .062 EBT 2 3260 230 .372" 228 .0711 ERR f 163 216 WEL 2 3260 334 .120' 363 .113, WET 2 3200 255 .030 290 .091 WBR _ 1660 110 .369 150 .094 TOTAL CAPACITY UTILIZATION .63B .707 17. MacArthur 6 Bison Existing + Growth + Approved + Cumulative + Project AM PH HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 198 .062 196 .961" NBT 4 6400 27i8 .4251 2698 .422 NBR f 162 205 5BL 2 3200 80 .025" 239 .075 SBT 4 6409 2187 .3'1 2978 .465' SBR 1 1600 266 .166 335 .209 E3L 2 3200 229 .072 198 .062 E3T 2 3200 236 .074' 231 .072` DR f 163 216 W3L 2 3200 404 .126' 369 .115' WBT 2 3200 256 .080 295 .092 WBR 1 1600 110 .069 150 .094 TOTAL CAPACITY UTILIZATION .650 .713 A -117 18. MacArthur 6 Ford/Bonita Canyon Existing TOTAL CAPACITY UTILIZATION .721 .775 Existing + Growth + Approved + Project AM ?K HOUR P14 PK HOUR HOUR LANES CAPACITY VOL V/C VOL V/C NSL 2 3200 167 .033 cl .C19 NIT 4 6400 191E .300' 2348 .367^ i.-BR = .394^ 83 f 4E8 92 18L 2 1200 529 . -65" 774 .242^ SET 4 6400 V23 .300 2328 .264 SIR r .383 13 f 40 13 EEL 2 3200 39 .Ok2 27 .00£ EDT 2 3200 266 .003; 299 .993 ERR 1 1600 121 .076 61 .638 WBL 2 3200 '52 . -73' 232 .073 WBT 2 3200 323 . -0- 286 .28E WDR 11 .OB8 900 f 486 90. TOTAL CAPACITY UTILIZATION .721 .775 Existing + Growth + Approved + Project A14 PK HOUR PK.. PK HOUR LP249S CP.P.ACiTY "Vi L 7/C VOL V/C NBL 2 ?200 10E .034 E3 .C20 NB7 4 6400 22.3 .3:5' 2526 .394^ NOR f 92 48? SDI 2 3200 529 .165+ 7.S .242' SB" 4 6400 20',2 .324 240 .383 NOR f 13 50 EBL 2 3200 40 .0':3 2' .09 EBT 2 3200 267 .053' 300 .094^ ERR 1 1600 123 .077 c2 .C•39 WBL 2 3200 56 .175' 245 .077 - QT 2 3200 323 .101 281 .OB8 NOR f 90. 480 TOTAL CAPACITY UTILIZATION .738 .807 A -118 Existing + Regional Growth + Approved .AM PK HOUR PM ?K HOoR LANES CAPACITY VOL ;/C VOL V/C NHL 2 3200 10R .034 63 .C20 OPT 4 6400 1979 .303' 2436 .381' OPR f 87 481 SBL 2 3200 529 . -65' 775 .242" SRI 4 600 1992 .311 2420 .37E SPR f 13 50 EEL 2 3200 40 .013 27 .COB EDT 2 3200 261 .083; 300 .894' PER 1 1600 -23 .077 62 .039 WBL 2 3200 561 .115' 243 .U76' WET 2 3200 323 . -0- 28- .C88 WBR i 901 480 TOTAL CAPACITY UTILIZATION .732 .793 Existing + Growth + Approved + Cumulative Al PK HOUR PM PK HOUR LP.NES CAPACITY VOL 'J /C VOL V/C NBL 2 3200 108 .034 E3 .020 03T 4 6408 2090 .327' 2506 .392' t1PR _ 155 356 SRL 3200 E40 .169' 9.5 .2G5' SBT 4 6400 2026 .31. 2i3`. .396 SBR _ .3 f• EEL 2 3200 40 .013 2' .008 CDT 2 3200 22 .088' 354 .1..' CBR 1 .600 .23 .077 E2 .039 WBL 2 3200 625 .195' 318 ,C9c' WET 2 3200 44: .139 352 .110 WBR f A41 502 TOTAL CAPACITY UTILIZATION .779 .857 18. MacArthur S Ford /Bonita Canyon Existing + Growth + Approved + Cumulative + Project rM PH HOUR PM PH HOUR LANES CAPACITY 'VOL V/C l'OL 6;'C NBL 2 3200 108 .034 63 .020 NBT 4 6400 2124 .332' 2590 .40i' NBR f 164 558 M 2 3210 540 .169' 815 SBT 4 WO 2106 . ?29 2563 .400 SEP f 13 50 EEL 2 3200 4.0 .013 27 .008 EBT 2 3200 282 .088^ 354 .111' EEL 1 1600 123 .077 62 .039 WK 2 3200 525 .155' 320 .10V WBT 2 3200 441 .138 352 .110 WES f 941 503 TOTAL CAPACITY UTILIZATION .784 .871 A -119 19. MacArthur S San Joaquin Hills Existing EBL 2 3200 AN1 PK HOUR PM PK HOUR EBT LANES CA.P.ACITY 'JOL V/C VOL V/C NBL 2 3200 133 .042' 111 .035 NB' 3 4500 1327 .276 1379 .391" NBR 1 1600 192 .12 C• 26 .0:6 SBL 2 2,200 272 .03` 498 .156* SBT 3 4800 1761 .367' 1882 .392 SBR 437 248 EBL 2 3200 1-49 .140' 551 .'_72' EBT 3 4800 105 .930 348 .106 EBR C 0 37 163 WBL 1 1600 5 .006 47 .029 NBT 2 3200 322 .101' 306 .096' ''02P E 419 525 Existing + Regional Growth + Approved AM PK HCUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 143 .045' 122 .039 NET 3 48xO 137E .287 1965 .4091 NBR 1 1600 192 .120 26 .01E SBL 2 32C0 275 .086 503 .157' SBT 33 4800 1843 .384' 1954 .407 SBR f 494 263 EBL 2 3200 453 .142' 579 .181' EST 3 48CO 508 .030 350 .101, EBR 0 0 37 163 WBL 1 1600 9 .006 47 .029 W3T 2 3200 329 .103` 313 .098' WK f 419 525 TOTAL CAPACITY UTILIZATION .650 .815 TOTAL CAPACITY UTILIZATION .674 .845 Existing + Growth + Approved + Project Ant 2K HOLR LANES CAPACITY VOL VIC NBL 2 3200 Ida .045' NBT 3 480-3 13 ?6 .28% NBR 1 1:;09 192 .120 SBL 2 323; 215 .0.86 SBT 3 480' 1843 .384' MR f 'S EBL 2 32d% 493 .154 - EBT 3 48OC lfi8 .030 EBR. 0 0 37, W3L 1 i0c. :a .006 WBT 2 323C• :29 .103` WAR f 459 PH PK HOUR V3L V/C 122 .038 1965 .4098 2, .016 503 .157' 1954 407 293 656 .258' 350 -1'7 63 47 .629 313 .•3 °.8* 525 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR IANEE C &PACITY VOL Vl(! VOL V/C NBL 2 3200 I43 .M9 122 .036 NBT 3 4800 =492 .311 2046 .426` NBR 1 1600 221 .lib 128 .080 SBL 2 3200 291 .091 349 .1 ?2* SBT 3 4800 `995 .395, 2068 .431 SBR t 523 293 EBL 2 3200 481 .150' 611 .19 1r EST 3 4800 126 .034 418 .12_ EER 0 0 37 163 '7BL 1 1000 9% .061 115 .072 aBT 2 3200 352 .123' 353 .110' WBR = 459 556 TOTAL CAPACITY UTILIZATION .686 .872 TOTAL CAPACITY UTILIZATION .713 .899 A -120 19. MacArthur 4 San Joaquin gills Existing + Growth + Approved + Cumulative + Project AM PR HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 143 .045+ 122 .038 iJ62 3 4800 1452 .311 2046 .426* NBR 1 1600 221 _ .138 128 .080 SK 2 3200 29i .091 549 .172' 38T 3 4800 1857 .395' 2068 .431 :BR f 605 323 EBL 2 3200 521 .163' 698 .213' EBT 3 4800 126 .034 418 .121 EBR 0 0 31 163 V.BL 1 1600 9? .061 115 .072 41ST 2 3200 3K .123' 353 .110' WK f 459 556 Exist + Growth + Appr + Cumol + Project w /Mitigation AM PK HOUR PM PH HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 143 .045' 122 .038 UBT 3 4800 1492 .311 2046 .426' NBR 1 1600 221 .13E 128 .080 SBL 2 3250 291 .591 549 .172' SET 3 4860 183' .395* 2068 .431 SBR f 605 323 EBL 3 4800 521 .105' 698 .145' EST 3 4800 126 .034 418 .121 EBR 0 0 37 163 WK 1 1600 9' .061 115 .072 WBT 2 3200 392 .123' 353 .110' WBR f 459 556 TOTAL CAPACITY UTILIZATION .726 •926 TOTAL CAPACITY UTILIZATION .672 .853 A -121 20. MacArthur a San Niguel Existing AM PK HOUR FM PH HOUR LANES CAPACITY VOL V /C, VOL VIC NSL 2 3200 87 .027 98 .031' N8T 3 4800 1514 .315' 1000 .208 NBR 1 1600 282 .176 278 .114 SBL 2 5200 7 .002' S .003 SET 3 4800 1209 .252 1500 .313' SBR 1 1600 549 .343 508 .318 EBL 2 3200 E6 .027 9C9 .284' EBT 2 3200 73 .033' 472 .196 EBR 0 0 31 154 WBL 2 3200 224 .070' 217 .068 'ABT 2 3200 164 .063 232 .082' HER 0 0 38 29 Right Turn Adi•.istment SBR .023` Existing + Regional Growth + Approved AM PK HOUR PIA PK FOUR LANES CAPACITY VCL V/C VOL V/C UPI. 2 329C 87 .027 100 .031; NBT 3 480C 1567 .326' 1039 .216 PER 1 160C 282 .176 278 .174 5BL 2 320; 9 MU 13 .004 SET 3 4890 1247 .260 1549 .323' SBR 1 1600 551 .344 511 .319 EEL 2 3200 88 .028 916 .286' EBT 2 3200 75 .033" 484 .203 PER 0 0 31 164 WBL 2 3200 224 .0701 217 .068 WET 2 3200 165 .963 244 .085' WK 0 0 38 29 Right Turn Adjustment SBR .012' TOTAL CAPACITY UTILIZATION .443 .710 TOTAL CAPACITY UTILIZATION .444 .725 Existing + Growth + Approved + Project AM PK HCUR PM PK FCUR LANES CAPACITY VCL V/C VOL V/C NBL 2 3200 83 .028 104 .033` UBT 3 000 156' "326' 1039 .216 NBR 1 _600 282 .176 278 .174 SBL 2 32.20 9 13 .004 SET 3 4840 124° .260 1549 .323` PER 1 1EC0 531 .344 511 .319 EEL 2 32 )0 83 .928 916 .236' EBT 2 3290 75 .037' 450 .205 E3R 0 0 '2 167 WBL 2 3200 224 .970' 2:7 .OE8 NET 2 3200 172 .066 237 .0431 W'BR 0 0 39 29 Right Turn Adjustment SBR .'12' TOTAL CAPACITY UTILIZATION .44B .725 A -122 Existing + Growth + Approved + Cumulative W. PK 3OUF. PI-0 PK HOUR LADIES CAPACITY VOL V;C VOL 'l /C N3L 2 3200 124 .139 122 .033' N3T 3 4800 1712 .K-1' 1222 .255 NIR 1600 232 .176 273 .174 S3L 2 3200 ' .0O3' 13 .004 S3T .3 4800 1334 .289 1%31 .361' S3R 1 1600 551 . ?44 511 .319 EBL 2 3200 38 .Q2 916 .236' EBT 2 3200 7.'. C"-,. 454 .214 EBR 0 0 43 201 V.K 2 2200 224 .070' 217 .068 KBT 2 3200 165 .C•63 244 .0351 7.SR 0 0 38 29 TOTAL CAPACITY UTILIZATION .467 .770 20. MacArthur S San Miguel Existing + Growth + Approved + Cumulative + Project .4N P3 HOUR PM RE 80GR ;ANES CAPACITY VOL V/C VOL J/C EL 2 3200 125 .039 126 .039" NBT 3 4800 1712 .357' 1222 .255 NBR 1 1600 282 .L76 278 .174 S3L 2 3200 9 .003' 13 .004 SST 3 4800 1389 .289 1731 .361' SER _ 1600 5s1 .344 511 .319 EEL 2 3200 88 .028 916 .2864 EBT 2 3206 . .040" =:90 .21; ERR 0 0 54 204 WBL 2 3200 224 .070+ 217 .05R WBT 2 3200 172 .066 237 .083' WBR 0 0 38 29 TOTAL CAPACITY UTILIZATION .470 .769 A -123 21. MacArthur 6 Coast Hwy Existing .A PK HOUR PV PK H07R LANES CAPACITY VOL WC VOL VIC NBL 0 0 0 U NET 0 0 0 0 VBR 0 0 0 0 SBL 2 3200 511 .173' 329 .259" SET 0 9 0 0 SBR f 337 M3 EBL 2 3200 954 .298' 515 .16'9 LET 3 4800 E88 .185 1349 .2E1 EBR 0 0 0 0 wet 0 C. 0 0 NET 3 4300 1090 .229` 1058 .220' WBR f 82,7 971 TOTAL CAPACITY UTILIZATION .705 .640 Existing + Growth + Approved + Project AP: PF H07R PN PK 1'�UR :.ANTS CAPACITY VOL V;C 'VOL :' /C NBi 0 0 0 0 NET 0 0 C. 0 OSR 0 0 C. 0 SBL 2 3200 6;1 .188 861 .269' SET .3 0 0 0 SEP f 348 1033 EBL 2 3200 988 .309• 533 .167' EBT 3 4800 923 .192 1412 .294 EBR 3 0 0 0 WTBI 3 0 0 0 NB" 3 4400 1159 .241' 1035 .Mt ;JBR - 91E 905 TOTAL CAPACITY UTILIZATION .738 .664 A-124 Existing + Regional Growth + Approved 9P1 PK HOUR PM PK HOUR LANES CAPACITY VOL 7/C VOL V/C SBL 0 0 0 0 ?:BT 0 0 0 0 \'BR 0 0 0 D SBL 2 3200 590 .184' 858 .268' SET 0 0 0 0 SBR f 348 1033 EBL 2 3200 968 .309* 535 .i67' SET 3 4800 921 .192 1397 .291 ERR 0 0 0 NBL D 0 0 0 WBT ? 4800 1141 .233' 1096 .228* WBR f 91-1 900 TOTAL CAPACITY UTILIZATION .731 .663 Existing + Growth + Approved + Cumulative .AM 11K HOUR PM PK HOUR LANES CAPACITY VOL V/C VCL V/C NBL 0 0 0 0 NET 0 0 C 0 Net 0 0 0 SBL 2 3210 84:. .2W 992 .310` SET 0 C. 0 SBR f 45) 1i19 EBL 2 32CO 1036 .3e4" 654 .2;4' EBT 3 43CO 1029 .214 1791 .373 EPP, 0 0 0 0 W3L 0 0 0 C WM 3 4300 15•:9 .314' 1327 .216' WBR f 10`.2 986 TOTAL CAPACITY UTILIZATION .B38 .790 21. MacArthur 6 Coast Hwy Existing + Growth + Approved + Cumulative + Project AK PH HOTR PM PK HOUR LANES CAPACITY VOL VIC VOL V/C NEL 0 0 0 0 NRT 0 0 0 0 NBR Ii C. 0 0 SBL 2 320P 651 .20?' 995 .311' SBT 0 0 0 0 SEP 1 450 1119 EEL 2 3200 1036 .324' 654 .2041 EBT 3 4 @00 1031 .215 18u6 .376 EBR 11 0 0 0 WBL 0 0 0 WET 3 4860 1526 .318' 1325 .2-,61 WER f 1053 990 TOM CAPACITY UTILIZATION .895 .791 A -125 22. Santa Cruz d San Joaquin Hills Existing AN PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL 7/C 143L 2 3200 60 .919` 413 .129" NET _ 1600 2 .008 12 .035 PER 0 0 16 44 SK 1 1600 21 .013 22 .014 SIT 2 3200 11 .007' 5 .0031 SBR 0 0 23 .014 45 .028 RAP 1 1600 30 .019 55 .034` EBT 3 =800 494 .150 324 .101 ME 0 0 224 199 .124 WILL 1 1600 181 .113* 54 .034 WET 3 4800 286 .065 495 .111' VIBE 0 0 28 3' Existing + Regional Growth + Approved AM PK HOUR PM PK POUR LANES CAPACITY VOL V/C VOL VIC PILL 2 3200 61 .019' 413 .129 NET 1 1600 2 .008 12 .035 11BR 0 0 11 44 SEE 1 1600 21 A_3 23 .014 SET 2 ?200 12 .008* 5 .0031 SEE 0 0 23 .0:4 " .028 ESE 1 1600 30 .019 55 .034` EBT 3 4800 495 .150' 324 .101 ERR 0 0 z24 200 .125 WIRE 1 1600 182 .Ii4l 54 .034 WET 3 4800 286 .065 496 .1111 'ABR 0 0 28 37 TOTAL CAPACITY UTILIZATION .289 .277 TOTAL CAPACITY UTILIZATION .291 .277 Existing + Growth + Approved + Project AM FR HOOR LAMES CA.PACK7 VOL 611C NEE 2 3200 96 .030' NB" 1 1600 2 .008 NBR u 0 1 TEL 1 1600 20 SEE 2 3200 12 .008' SSE, 0 0 23 .014 EEL 1 1600 30 .1019 ER1 1 4800 544 .161' ERR 0 C 229 WBL 1 160, 182 .114' WET 3 480-. 293 .061, WPR 0 1 28 PM ?K 30UR VOL VIC 427 .133- 12 .035 44 23 .614 5 .0O3' 45 .028 `5 .034* 334 .104 222 .139 54 .034 544 .1211 3% Existing + Growth + Approved + Cumulative AM P5 RCOR P14 PK HOUR LAMES CAPAC =T7 'JOE 7/C VOL 'IiC NBL 2 3200 61 .019` 413 .129` NET 1 1600 2 .008 12 .055 PER 0 0 .1 44 SBL 1 1n0O 31 .019 32 .020 SBT 2 3200 12 .003' 5 .003' SER I 1 23 .014 45 .028 ERL I 16QD .30 .Dili 55 .034` EBT 3 4800 504 .152' 262 .113 ERR 0 0 224 200 .125 WEI, 1 1607 32 .114' 54 .034 NET ? 4800 320 .074 516 WBR 0 C 35 47 TOTAL CAPACITY UTILIZATION .313 .291 TOTAL CAPACITY UTILIZATION .293 .283 A -126 22. Santa Cruz 6 San Joaquin Hills Existing + Growth + Approved + Cumulative + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL _ 3200 96 .030' 427 .133' NBT 1 1600 2 .008 12 .035 N3R 0 0 11 44 SBL 1 1600 31 .019 32 .020 SBT 2 320-) 12 .008' 5 ,003' SBR 0 0 23 .014 45 .029 EBL 1 1600 30 .019 55 .034' EBT 3 4800 553 .M' 3'2 .116 EBR 0 0 229 222 .139 WBL 1 1660 182 .114' 54 .034 WBT 3 4800 321 .075 564 .127' WBR 0 0 35 47 TOTAL CAPACITY UTILIZATION .315 .297 A -127 23. Santa Rosa a San Joaquin Hills Existing PA PK HOUR VOL V/C 167 .104' 28 .013 2 .233 67 .042 7 .004' 24 .015 36 .023 597 .144" 96 250 .0'3' 244 .M 86 NBR .108' Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 46 .029 175 .109* NET 1 1600 6 .004' 28 .016 NBR 1 1600 10 .044 398 .249 SBL 1 1600 66 .04 t' 67 .042 SBT 1 1600 13 .008 7 .004* SRR 1 1600 36 .023 24 .015 EBL t 1600 34 .021 36 .023 EBT 3 4800 258 .0814 602 .148" EBR C 0 149 .093 106 WBL 2 3200 538 .:63* 274 .086' WET 3 4800 463 .108 269 .014 NPR 0 0 56 86 Right Turn Adpjstnient PER .113* TOTAL CAPACITY UTILIZATION .290 .438 TOTAL CAPACITY UTILIZATION .294 .d60 Existing + Growth + Approved + Project AN PK HOUR LANES CAPACITY VOL V/C NBL 1 1600 35 .022 NBT 1 1600 6 .004" NBR I 1660 c' .042 SBL _ 1E00 66 .041* SET 1 1600 13 .90E SEP. 1 1600 36 .023 EBL _ 1600 33 .021 DT 3 :900 253 .`791 EBR 0 0 1 =2 .089 W3L 2 3200 531 .166' WBT 3 1800 445 .104 W3R 0 0 h6 2`8 Right Turn Adjustment EBR 0 PA PK HOUR VOL V/C 167 .104' 28 .013 2 .233 67 .042 7 .004' 24 .015 36 .023 597 .144" 96 250 .0'3' 244 .M 86 NBR .108' Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 46 .029 175 .109* NET 1 1600 6 .004' 28 .016 NBR 1 1600 10 .044 398 .249 SBL 1 1600 66 .04 t' 67 .042 SBT 1 1600 13 .008 7 .004* SRR 1 1600 36 .023 24 .015 EBL t 1600 34 .021 36 .023 EBT 3 4800 258 .0814 602 .148" EBR C 0 149 .093 106 WBL 2 3200 538 .:63* 274 .086' WET 3 4800 463 .108 269 .014 NPR 0 0 56 86 Right Turn Adpjstnient PER .113* TOTAL CAPACITY UTILIZATION .290 .438 TOTAL CAPACITY UTILIZATION .294 .d60 Existing + Growth + Approved + Project A14 PK HOUR PM PK HOUR LANES CAPA:"I " -Y VOL V/-, VOL 'VC NB-1 1 1600 53 .033 223 .139' 14BT 1 1600 6 .004 28 .018 EBR 1 1600 99 .062 409 .256 S8 -L 1 1600 66 .64. 57 .042 'BT 1 1600 13 .OK 7 .004' SBR 1 1600 26 .1.623 2' .01 °_ cBL 1 1600 ;I .621 36 .023 EBP 3 4500 2`8 .08 i' 602 EBR 0 0 I5S .124 .1L 778E 2 :200 542 .169' 288 .090' Y18r 3 000 463 .106 269 .974 78R 0 0 56 ft6 Right Tum Adjustment 3BR .015, NBR .087' Existing + Growth + Approved + Cumulative .4M P.` HOUR PM P6 FOUR LANES CAPACITY VOL ✓(C va '✓/C HBL 1 1600 46 .029 175 .109' NBT 1 1600 6 .0)44 28 .018 NPR 1 1600 83 .051 440 .275 SEL 1 160) E1 .0514 79 .04q SBT 1 1603 '-3 .00S 7 .00" S83 1 1600 36 .023 24 .015 EEL 1 169] 34 .021 36 .023 EST 3 4800 277 ,0874 649 .157* F87 0 'J 14d .093 106 WEL 3200 .181' 299 .093" WK 3 4890 504 .114 299 .083 43R 6 0 57 100 Right Turn Adjas-_reent NBR .41` TOTAL CAPACITY UTILIZATION .310 .470 TOTAL CAPACITY UTILIZATION .322 .504 A -128 23. Santa Rosa S San Joaquin Hills Existing + Growth + Approved + Cumulative + Project All V HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 1,3 .033 223 .139` NBT 1600 6 .004' 28 .018 ERE 1 1600 110 .069 451 .292 SBL 1 1600 31 .151* 19 .059 SBT 1 11000 13 .00E i .004' SBR 1 1600 36 .023 24 .015 EEL 1 1600 34 .021 36 .023 EBT 3 4800 277 .087` 649 .159' EBR 0 0 '_93 .124 116 WK 2 3200 58.1 .1824 313 .098' WET 3 4800 504 .119 299 .083 WBR 0 0 67 100 Right Turn Adjustment EBR .002' NR .114" TOTAL CAPACITY UTILIZATION .326 .514 A -129 24. San Miguel 6 San Joaquin Hills Existing Project AM PK HOUR HOUR LF11E5 AM PK HOUR PM PK HOUR t LANES CAPACITY VOL V,'C VOL V/C NBL 1 1600 2 .001 11 .007 NBT 2 3200 229 .100* 499 .222' NBR 0 0 91 C 210 102 SBL 1 1600 67 .042' E5 .053" SET 2 3200 31E .181 241 .106 SBR 0 0 !02 _6.3C 97 .133' EBL 2 3250 214 .067 SL4 .161" EBT 3 4300 492 .107° 431 .093 EBR 0 0 23 !7BL 14 1600 WBL 1 1600 213 .133' 264 .165 WBT 3 1860 6E3 .151 784 .177' W3R 0 0 60 67 TOTAL CAPACITY UTILIZATION .382 .613 Existing + Growth + Approved + Project AM PK HOUR HOUR LF11E5 CAPAC =TY VOL V/C CBL t 1600 2 .001 IiST 2 3209 229 .100' NBR 0 0 90 3200 Set 1 1600 6, .042" SB" 2 3200 325 ._33 SBR C 0 102 67 P•BL 2 3200 7''.{ .067 EBT 3 480: 493 .103' CDR 0 0 23 97 EBL 1 _6.3C 213 .133' WET 3 48.3C• 663 .151 WB3 0 0 60 431 PM PK HOUR VOL VIC 11 .007 514 .228' 215 85 .053' 248 .108 97 514 .151+ 431 .093 14 266 ._6E 764 .177' 67 Existing + Regional Growth + Approved AM P'K AM PK HOUR ?M PK HOUR RETIES LANES CAPACITY VOL "v /C 'VOL 'V /C N3L _ 1600 2 .601 11 .007 NBT 2 3200 229 .100' 505 .226' NBR 0 0 91 218 218 SBL SBL 1 1600 67 .042' 85 .853' SST 2 3200 316 .131 249 .108 SBR 0 0 102 97 97 EBL ESL 2 3200 214 .067 314 .161' EST 3 4800 493 .108' 431 .093 EBR 0 0 23 :4 14 W3L !7BL 1 1600 215 .134' 272 .170 UBT 3 4800 663 .151 784 41BR WBR 0 0 60 67 67 TOTAL CAPACITY UTILIZATION .384 .617 Existing + Growth + Approved + Cumulative AM P'K HOUR PM 5 HOUR RETIES WA .CIT'I VCL V/C VOL V/C NBL 1 1009 2 .001 11 .007 NBT 2 32.36 229 .19.0" `.05 .226' NBR 0 Z 91 218 SBL 1 1630 67 .0; 2' 85 .053' SET 2 3290 316 .131 249 .103 SBR 0 0 _02 97 EBL 2 3200 214 .W' 514 .161' EBT 3 43CO 556 .121 64; .133 EBR 0 0 23 :4 W3L - 1600 215 .134 272 .1!0 WET 3 4900 854 .1901 921 .20E' 41BR 0 0 60 67 TOTAL CAPACITY UTILIZATION .383 .619 TOTAL CAPACITY UTILIZATION .399 .646 A -130 24. San Miguel 6 San Joaquin Hills Existing + Growth + Approved + Cumulative + project .N4 PK HOUR R4 P3 HOUR LANES CAPACITY VOL Vic VOL Vic NBL 1 1600 2 .001 11 .007 NBT 2 3200 229 .200' 514 .223' HBR. 0 0 90 215 SBL 1 1600 67 .042' 85 .053' SBT 2 3200 325 .133 248 .108 SBR 0 0 102 97 EBL 2 3200 214 .067+ 514 .161' EDT 3 4800 556 .121 647 .138 EBR 0 0 23 14 WBL 1 1600 213 .133 266 .166 S4BT 3 4800 854 .190' 921 .2061 WBR 0 0 60 67 TOTAL CAPACITY UTILIZATION .399 .646 A -131 25. Avocado S Ban Miguel Existing P24 PE HOAR PV. PK HOUR LAtIES CAPACITY VOL V/C VOL V/C N& 1 1600 123 .0i7 -76 .110* URT 1 1600 148 .093' 60 .0 18 NBR 1 1600 121 .076 655 .409 SBL 1 1600 51 .032' 222 .139 SBT 1 1600 51 .032 129 .481` SBR 1 L600 16 .010 21 .013 EBL 1 1600 ? .004 i82 .114* EBT 2 3200 148 .063" 444 .169 EBR 0 0 53 98 WBL 1 1600 -E? .292 174 .109 WBT 2 3200 05 .194 492 .178* WSR 0 6 187 %6 Right Turn Ad3ustment NBR -26_" Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL V/C NBL 1 1600 123 .077 176 .110' NB? 1 1600 148 .0931 60 .038 NBR 1 160u 121 .076 655 .409 SBL 1 1600 51 .0321 222 .139 SBT 1 1500 51 .032 129 .0814 SBR 1 1600 lE .010 21 .013 EBL 1 1600 , .094 182 .114' EBT 2 3200 148 .OE34 466 .176 EBR 0 0 51 98 WBL 1 1600 467 .292' 174 .109 C1BT 2 3200 435 .194 t08 .183' WBR 0 0 187 76 Right Turn Adlustmerd NBR .266" TOTAL CAPACITY UTILIZATION .480 .748 TOTAL CAPACITY UTILIZATION .480 .754 Existing + Growth + Approved + Project AM PE HOLR P14 PR HOUR LANES CAPACITY. VOL V/C VOL Z/C NBL _ 1.`.20 123 -077 170 .11.7` 1J3T : 1c10 197 .127' ?0 .045 IJ3R 160 11 .016 E55 ,409 S3L _4;C' S2 -0351 232 ,''45 SBT J3 .026 177 . =11' SBF .010 21 .01:1 EBL i :610 7 .O:A 182 ..14' EBT 3290 .58 .OEE1 467 %7 EBR 0 C. �3 4c WBL 1 .6.3c. 467 .292' 174 .109 ET 2 3206 434 .19' 552 .181' WBR C. 0 137 78 Richt Turn Adjustreit NBR .244' Existing + Growth + Approved + Cumulative A44 R3 FOUR PM PK HOUR L414ES "APACITP ' /OL a/C VOL VIC V3L 1 16.70 123 .077 176 .110' N3T 1 1600 148 .093"' 60 .038 NBR 1 _600 12: .0%6 655 .409 S86 1 :60.0 51 .032' 222 .139 SST 1 .60.3 51 .032 129 .081t S8R 1 ;.60d 16 .010 21 .013 EBL 1 1600 - .004 182 .1141 EBT 2 3200 160 .06T 503 .188 EBR 0 0 53 98 WBL 1 1600 467 .292' i74 .105 NET B2/JO 4 ?2 .206 530 .184' WRR C• 0 187 %6 Right Turn Adjustnent NBR .271' TOTAL CAPACITY UTILIZATION .514 .760 TOTAL CAPACITY UTILIZATION .484 .765 A -132 25. Avocado & San Miguel Existing + Growth + Approved + Cumulative + Project AM PK HOUR PM PK HOUR LANES CAPPCIT° VOL V/C VOL V/C NBL 1 1660 123 .077 176 .110` 14BT 1 1600 157 .123' 10 .044 NBR 1 1600 121 .-3 ?6 655 .409 SBL 1 1600 52 .M 232 .145 SBT 1 1600 58 .036 1%7 .111' SBR 1 :600 16 .010 21 .013 EBL 1 :600 .004 182 .114' EBT 2 3200 179 .070' 504 .188 EBR 0 0 53 98 WEL 1 1600 467 .292' 174 .109 WET 2 3200 471 .205 524 .138' t•!eR 0 1 97 78 Right Turn Adjustnent NER .24" TOTAL CAPACITY UTILIZATION .516 .770 A -133 26. Superior /Balboa 6 Coast Hwy Existing AM PK HOUR P14 PK HOUR LANES CAPACITY VOL V/C VOL VIC NBL 1.5 202 261 NET 1.5 4800 327 .1291 209 .111' N63 0 89 65 SBL 1.5 110 163 SET 1.5 4800 122 .061' 237 .083' SBR 2 3200 18° .058 738 .231 EEL 2 3200 988 .309 255 .080' EDT 3 4800 2242 .4E" 1169 .244 ERR 1 1600 238 .149 225 .141 W2L i. 1600 61 -038` 141 .092 fST 4 6400 582 .121 2165 .359' WaR 0 0 206 .129 134 Right Turn Adlustmert SBR .083' Note: Assumes N/S Split Phasrr-g TOTAL CAPACITY UTILIZATION .695 .721 Existing + Growth + Approved + Project W. Pl. HOUR PM PK HOUR LAVES -"APA.CIT'i 'VOL /C VOL V/C 118. 1.5 203 261 NET 1.5 4300 357 .135* 218 .114' NBR 0 49 66 SBL 1.`. 170 ".63 SET 1.5 4800 128 .062^ 269 .0901 SBP 2 3200 2^.7 .065 869 .271 EEL 2 3200 _111 .341 293 .092* EBT 3 4800 2388 .498' 125E .262 EDP 1 1600 238 .149 228 .143 'c'BL 1 1600 F,1 .038, 147 .;92 i46T 6400 E 1.1 .134 2329 . ?85* 'aBR •7 0 206 134 Fight Turn .Adjustment DER .112' Note: Assumes N/0 Split Phasing TOTAL CAPACITY UTILIZATION .733 .793 A -134 Existing + Regional. Growth + Approved All PE HOUR IM PR HOUR LANES CAPACITY VOL V/C VOL V14C N3L 1.5 203 261 NBT L 5 6300 357 .135* 2L8 .114' NDR 0 89 66 S3L 1.5 179 163 SET 1.5 1800 128 .0621 269 .090" SK 2 3200 20' .065 868 .271 EBL 2 3200 1111 .347 293 .0921 EDT 3 4800 2377 .495' 1248 .260 ERR 1 1600 238 .149 228 .143 %BL 1 1600 E1 .0381 147 .092 4"13T 4 6400 633 .131 2314 .3831 VfBR 0 0 216 13 Right Turn Adjustment SK .1121 Note: assumes ti /S Split Phasing TOTAL CAPACITY UTILIZATION .730 .791 Existing + Growth + Approved + Cusalative P14 2K HOUk PM PK HOUR LANES CAPACITYY Vol V/C VOL VIC NIL. 1.5 203 261 EDT 1.5 4600 ?71 .1381 231 .11%* NBR I 89 E6 SBL 1.5 193 242 SET 1.5 4500 134 .0591 297 .112 SBR 2 3200 230 .012 932 .307 EEL 2 3200 116% .365 354 Ali* EDT _ MO 2423 .505' 1406 .293 EER 1 _600 236 .149 228 .143 'OEL 1 .600 61 .033 191 .052 NBT 4 6409 112 .164 2409 .4051 WBR 0 0 i.82 .17E 181 Right Turn Adjustment 3BR .!12' Note: Assumes N/S Spli-- Eaasinq TOTAL CAPACITY UTILIZATION .749 .857 26. Superior /Balboa 6 Coast Hwy Existing + Growth + Approved + Cumulative + Project AM PK HOUR PM PK HOUR LANES CAPACITY 'VOL 'VIC VOL V/C NBL 15 203 261 NBT 1.5 4800 371 .138* 233 .11 PIBR C. 83 66 SBL 1.5 193 242 SBT 1.5 4800 134 .068* 297 .112` SBR 2 3200 230 .072 982 .307 3BL 2 3200 1167 .365 354 .111' �BT 3 4800 2434 .5071 1414 .295 3BR 1 1600 238 .149 228 .143 EL I 1600 61 .038* 147 .092 NBT 4 6400 606 .168 2424 .40i* WK 0 0 282 .176 181 Right Turn Adjustment SBR .112' Note: Assumes NIS Split P asmg TOTAL CAPACITY UTILIZATION .751 .859 A -135 27. Newport S Coast Hwy Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL 'J /C NBL 0 0 0 0 IIBT 0 0 0 0 NBR. 0 G d 0 SBL 2 3200 384 -120' 617 .193' SBT 0 0 C 0 SBR 1 1600 269 .168 470 .294 E8L 0 0 0 EBT 2 3200 2075 .648" 1267 .396" EBR f 487 267 WBL 0 0 0 0 WK 3 6800 979 .204 1&48 .385 W3R f 37C 563 Right Turn Adjustment SBR .093' TOTAL CAPACITY UTILIZATION .768 .682 Existing + Growth + Approved + Project AM PK HOUR PM PK 30.E LANES CPPA:ITY VOL V.!C VOL V/C OBL 0 0 0 0 NET 0 0 G 0 NBR 9 0 0 SBL 2 3200 LL19 .13'_' +32 .229' SBT 0 0 0 0 58R 1 1600 313 .196 510 .319 EEL 0 0 J EBT 2 3200 2151 .672' 1383 .432 EBR = 106 282 478E 0 0 'ABT 3 4£00 1.53 . ?i9 :932 .403 478R = 161 Right Turn Adjustment SB3 .068' TOTAL CAPACITY UTILIZATION .603 .729 A -136 Existing + Regional Growth + Approved AA: PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 0 0 C. 0 NBT 0 0 G 0 NBR 0 0 0 0 SBL 2 3200 439 .128' 72E .228' SBT 0 0 0 0 5BR 1 1600 313 .196 510 .319 EEL 0 0 0 0 EBT 2 1200 2140 .609` 1375 .430' ERR f 506 282 WBL 0 0 0 0 WBT 3 4800 -035 .216 1917 .399 SlBR f 381 SE0 Right Turn Adjustment SBR .0W TOTAL CAPACITY UTILIZATION .797 .726 Existing + Growth + Approved + Cumulative M RK ii00R PH PK HOUR LANES CEPAC --TY i'O: VIC VOL 'VIC NBL 0 0 0 NF. 0 0 0 NBR 0 0 0 SBL 2 3200 426 .1331 £ '_3 .254' SBT 0 0 0 0 5BR 1 1600 313 .156 5; ;0 .319 EBL 0 0 0 0 EBT 2 3203 2207 .690• 1613 .534' EBR t 506 282 OHL C. 0 0 0 RRI 480J 1266 .264 2058 .429 WPB f M5 584 Ragit Turr. Ad'j =tmant SBR .039' TOTAL CAPACITY UTILIZATION .823 .767 27. Newport d Coast Hwy Existing + Growth + Approved + Cumulative + project .4M PK BOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NBb 0 0 0 0 NBT 0 0 0 0 NER 0 0 0 0 SBL 2 ?200 436 .136' 817 .255' SBT 0 0 0 0 SBR 1 1600 ?13 .196 510 .319 EBL 0 0 0 0 EBT 2 3200 2218 .693" 1621 .507' EBR f 506 282 WBL 0 0 U 0 WST 3 4800 1284 .268 2073 .432 i48R f 385 534 Right "'irn Adjustment SBR TOTAL CAPACITY UTILIZATION .829 .770 Ad 7 28. Riverside 6 Coast Hwy Existing A,M P< HOUR PM FK HOUR LANES CAPACITY VOL V/C VOL `, /C NBL 0 0 2 1.O011* ?6 NET 1 1600 6 10.5 7 .029* NBR 0 0 O 14 SBL 0 0 85 84 {.052;" SBT 1 1600 .5 OQ* 7 .057 SBR 1 1600 331 188 433 .?71 EEL 1 1600 280 .175 268 .168' EBT 2 3200 2094 .660* 1528 .484 ERR 0 0 18 21 48L 1 1600 9 .006* 28 .018 WET 3 4800 1232 257 2430 .506* WBR 1 1600 68 .043 65 .041 R:gh*. Turn Adjustmcnt SBR .038* Note: Assumes Right °urn Overlap for SBR TOTAL CAPACITY UTILIZATION .730 .793 Existing + Growth + Approved + Project AM PK HGL'R PA PK HOUR LANES CAPACITY VOL d,C VOL V/C NBL 0 0 2 (.001 }* 26 NET 1 600 6 005 7 029' HER 0 0 0 14 SBL 0 0 87 86 1 0541' SET I 1500 15 OC4* 7 053 SUR I L00 301 0 433 .271 EEL 1 1530 280 175 268 168' FBT Y 323C 2294 , %2i 783 564 EBP 0 0 13 21 WK I 1500 9 1)05' 28 018 08'f 33 480C .436 .299 2085 559" MR 1 160(1 69 .043 68 043 Right Tun Adp5tneot SBR 036' Note nssnmes Right Turn Ore -'.ap lot SBR TOTAL CAPACITY UTILIZATION .794 .846 A -139 Existing + Regional Growth + Approved AM PK HOUR PSI PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 2 j.(A)1} 26 NET 1 1600 6 005 7 .029' NBR 0 0 14 SBL 0 0 87 86 1.054}* SET 1 1600 15 .064' 7 .058 SBR 1 1600 301 .188 433 .271 EEL 1 1600 280 .175 268 168* EBT 2 3200 ?272 .716' 1770 .560 E8R 0 0 18 21 V'IBL i 1600 9 .006" 28 018 WET 3 4800 1410 .294 2658 .554* WBR 1 1600 e9 .043 68 043 Right Ta -n Adjustmcnt SBR 036* Note: Assumes Right `urn Overlap for SBR TOTAL CAPACITY UTILIZATION .7B7 .841 Existing + Growth + Approved + Cumulative A).l PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL WC NBL a 0 2 { 0011° 26 NET t 1600 6 .005 7 029' NBR G 3 0 14 SBL 0 0 92 90 SET 1 1509 15 .067' 7 .091 SBR 1 1600 301 .188 433 .271 EEL I IG00 280 175 263 .168' E8" 332,10 2351 .74.9,' 209; .662 ERR 0 0 13 21 "BL 1 1607 9 .Ot16^ 28 .019 WET I 430'0 iCK .351 2899 .594' WBR I I6CO 73 046 72 .045 Right Turn Adjustmcnt SEE .034` Nate: Assumes Right Tutn Overizp (cr SEE TOTAL CAPACITY UTILIZATION .817 .BB1 28. Riverside 6 Coast Hwy Existing + Growth + Approved + Cumulative + Project Al PK HOUR PM PK HOUR LANES C.APAC17 VOL V/C VOL V/C NBL 0 0 2 ( 001}' 26 NOT 600 6 .005 7 .029' NOR 0 0 0 14 SBL 0 0 92 90 ( 056 }* SBT I 1600 15 067' i O6i SBR 1 1600 301 188 433 .27; EBL 1 1600 280 .175 263 168' E8T 2 3200 2383 .750" 2110 .666 EBR 0 0 18 21 9BL 1 1600 9 .006' 28 .018 NBT 3 4806 1713 .357 2876 .599 ',','BR 1 1600 73 .046 72 .045 Right Turn Adiustment SBR .034' Note Assumes Right Turn Overlap for SBR TOTAL CAPACITY UTILIZATION .824 .886 A -139 29. Tustin & Coast Hwy Existing AK PK HO-,R PH PK HOUR LANES CAPACITY VOL V/C VOL V/C N3L 0 0 1 1.0011' NST 1 1600 ° .700 0 .004 MDR 0 0 6 SBL 0 0 3E 45 SBT 1 1600 0 .+733" 0 .0531 ESP 0 0 16 40 EBL 1 1600 21 .017 32 .020' EBT 2 3200 2241 .700' 1548 .426 EBR 0 0 0 1 WBL 1 1E00 1 .0011 0 .W WBT 3 4800 123E .258 2462 .513' WBR 1 1600 39 .024 47 .029 TOTAL CAPACITY UTILIZATION .734 .587 Existing + Growth + Approved + Project NM PK AM PK HOUR W4 Ph ECUR LANES LANES XACITY VOL V/C vol V/C NBL 0 0 0 1 {.0011` 1 1.0011' NET NBT 1 11K0 0 .000 0 .00� NBR 0 0 0 6 6 SBL SBL 0 0 36 45 45 SBT SBT '- 16 "0 0 .033' 0 .053' SBR 0 0 lc 40 40 WBL EBL - 15:0 27 .017 32 .020' EBT 2 32:.0 2439 .7E2' 1714 .538 "BE 0 0 0 ^ -.1 198E WBL - IZ A 1 .0-31' 0 .000 6IET 3 48:0 1366 AS 2690 .560' WBR _ 16:0 39 .024 4? .027 TOTAL CAPACITY UTILIZATION .796 .634 A -140 Existing + Regional Growth + Approved NM PK HOUR PH PK HOUR LANES CAPACITY VOL Y/C VOL V;C SBL 0 0 0 1 {.0011` NET 1 1600 0 .000 7 .704 SBR 0 0 0 6 SBL 0 0 36 45 SBT 1 1600 0 .033' 0 .0531 5BR 0 0 16 40 WBL 1 1600 2? .017 32 .020' BUT 2 3200 2W .755' 1 +01 .534 EBR 0 0 0 ^ 198E 1 1600 1 .001* 0 .070 IM 3 4800 :340 .275 2603 .555' WBR 1 1600 39 .024 47 .029 TOTAL CAPACITY UTILIZATION .789 .629 Existing + Growth + Approved + Cumulative AM PK HOUR PH PK HOAR LANES CAPACITY VOL V!C VOL V/C NBL 0 0 0 1 1.001)' NBT - 1600 .000 1) .004 NBR 0 0 L 6 S5L 0 0 3C 45 S3T 1 1600 .033+ 0 .053' S3R 0 0 16 40 E3L 1 1W. 2; .017 32 .020 F.3T 2 3260 2511 .735' 2033 .638" E5R 0 L 0 7 WBL 1 1c 90 1 .001' 0 .000 WBT 3 M(. 162.3 .333 2860 .596 WSR 1 1c a. 39 .024 4% .029 TOTAL CAPACITY UTILIZATION .819 .692 29. Tustin S Coast Hwy Existing + Growth + Approved + Cusmlative + Project AM PK HOUR PM ?K HOUR LANES CAPLCITY VOL V/C VOL V/C NBL 0 NUT 1 1600 5 .000 0 .004 NBR 0 0 0 6 SBL 0 0 36 45 SBT 1 1600 .033' G .053' SBR 0 0 16 40 EBL 1 1600 27 .017 32 .020 EBT 2 3200 2533 .7921 2046 .642' EBR 0 u 0 7 WBL 1 1608 1 .001' .000 WBT 3 4800 164E .343 2887 .601 WBR 1 1609 39 .824 47 .029 TOTAL CAPACITY UTILIZATION .826 .696 A 141 30. Dover d Coast Hwy Existing TOTAL CAPACITY UTILIZATION .674 .742 Existing + Growth + Approved + project AV, PK HOUR PM PK HOUR 41 PK LANES CAPACITY VOL V/C VOL V/C VOL 1 1600 L .009 36 .023 NET _ 3200 38 .OIP 45 .026* NBR G 0 21 NER 34 0 SBL 3 4800 821 .171' 10`.•8 .220' SET 1 1600 31 .019 77 .M SBA 1 1600 124 .'3'8 175 .09 EEL 2 3200 143 .045 133 .042' EBT ? 4800 2,151 .475* 1457 .312 EBR G 0 .341 EBR 40 •0 'NBL 1 1600 16 .010' 55 .034 iV6T ? 4800 1207 .251 2178 .454' 'ABR f 2"332 497 NBR ME TOTAL CAPACITY UTILIZATION .674 .742 Existing + Growth + Approved + project 41 PK HOUR PM EK FOUR LADES CAPACITY VOL `IC VOL V;C NEL 1 1600 15 .009 36 .023 NET 2 3200 ?8 .012` 49 .02E' NER 0 0 21 34 SOL _ 4800 325 .174' 1072 .223' SS'I 1 1609 11 .019 11 .048 SEP. 1 1600 142 .089 203 .12' EEL 2 3200 1S: .049 PO .053' EBT _ 4809 240E ,SO-0 1393 .341 EBR C• •0 e: 40 NEL 1 160•. 16 .Cd O- 55 .034 NET .. 4800 1321 .275 2"332 .49Ct NBR f 512 1128 TOTAL CAPACITY UTILIZATION .709 .792 A -142 Existing + Regional Growth + Approved TJ! PK HOUR P14 PK HOJR LANES CAPACITY VOL V/C VOL fIC NBL 1 1600 15 .009 36 .023 NET 2 3200 33 .018' 49 .026' NBR 0 0 21 34 SBL 3 4800 826 .172* 1071 .223* SET 1 1600 31 .015 77 .048 SBA 1 1600 142 .085 203 .127 EEL 2 3200 157 .049 170 .053* SET 3 4800 2336 .503* 1582 .338 SEA 0 0 27 40 WSL _ 1600 16 .GIO' 55 .024 NET 3 -900 1299 .270 2325 .484* NBR I 506 [118 TOTAL CAPACITY UTILIZATION .703 .786 Existing + Growth + Approved + Cumulative AM PK 302 PN PK HOUR LANES -APACITY VOL V/C VOL 'V /C BBL 1 1600 1°_ .209 36 .023 N3T 2 3200 38 .118' 49 .026" NOR 0 0 21 34 SBL 3 4800 854 .17E1 1154 .240' SBT 1 1600 31 .C•19 77 .046 SEE I 1600 142 .085 203 .121 is, 2 3200 157 .049 '_+!' .053` BT 3 4800 2130 .522- 1914 .407 .BR 0 0 27 4z WBL 1 1600 16 .010' 5E .034 hBT 3 4800 1575 .328 2522 .525' h1BR f 596 1169 TOTAL CAPACITY UTILIZATION .728 .844 30. Dover & Coast Hwy Existing + Growth + Approved + Cumulative + project AM PE HOUR PM PH 3002 LANES CAPACITY VOL V/C VOL VIC NBL 1 1600 15 .009 36 .923 MET 2 3209 38 .018* 49 .G26' NBR 0 0 21 34 SBL 3 4800 863 .180` 1155 .241* SET 1 1600 31 .019 77 .04E SK 1 1600 142 .089 203 .12? EBL 2 3200 157 .049 170 .053" ITT 3 4800 2502 .527' 1927 .410 ERR 0 0 27 40 ilBL 1 1600 16 .010E 55 ,034 wBT 3 4800 1601 .334 2549 .531' NBR f 592 1179 TOTAL CAPACITY UTILIZATION .735 .851 A -143 31. Bayside a Coast Hwy Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC EEL 2.5 394 477 NET 0.5 4800 '_7 .093` 17 .109' NEE 0 35 29 SBL 1 1601 .9 .012 27 ,0 li SET 1 160: 9 .0174 11 .0261 SBR 0 C 18 30 EEL 1 1600 26 .016 48 .030' EBT 3 4805 2809 .583' 1947 .400 FAIR 1 1600 344 .215 424 .265 iIBL 1 1600 62 .03 0.4 74 .046 WET 4 6403 1407 .222 3x26 .477+ WBR 0 1 14 29 Note: A;swmes NIS Spli` Pnasinc TOTAL CAPACITY UTILIZATION .732 .642 Existing + Growth + Approved + Project AM PH HOAR IM IN HOAR LANES CAPACITYY VOL VIC FOE 7'C EEL 2.5 397 4822 NET 0.5 480: 17 .0944 1? ,110' UER 0 36 29 SBL 1 :60, 63 .03 0.4 98 .061' SET 1 :60:i 9 .023 11 ,044 SEP 0 3E S9 EEL 1 a•JO 61 .033 74 ,0461 PET 3 480:; 22977 .62,4 2-396 .437 ESP. 1 :601- 346 .216 431 .209 WEL 1 _6• -31 62 .039' 7.4 ,04u WET 4 6640' 1534 .2,2 3240 ,511" WEE 0 11 1: 29 Note: Assumes 1VS Spli� P: .IaSinc TOTAL CAPACITY UTILIZATION .792 .728 A -144 Existing + Regional Growth + Approved AM PE HOUR PM PH HOUR LANES CAPACITY VOL VIC VOL VIC NEL 2 -5 397 482 NET 0.5 4300 17 .094' -7 .110' NRR 0 36 29 SRL 1 1600 63 .939' 98 .061+ SET IM0. 9 -028 .-1 .044 SER 0 0 36 59 EEL 1 1600 61 .038 74 .046' EST 3 4800 2946 .614' 2083 .434 HER 1 160.0 34E .216 431 .269 WBL 1 1600 62 .039' 74 .046 WET 4 6450 1502 .237 3203 .595' WET 0 0 14 29 Mote: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .786 .722 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK H011R LANES CAPACITY VOL VIC VOL VIC IIEL 2.3 397 482 NET 0.5 4800 17 .0944 17 .110" NBR 0 3E. 29 SEL 1 16 °C• 63 .043' 102 .064' SET 1 1616 9 .028 11 .04=. SBR 0v 3E 59 EEL 1 1600 51 .038 14 .046' EBT 3 481C• 3062 .5391 2,168 .514 EE3 1 1616 346 .216 43: .269 WEL 1 lm ",P tit .039' 14 .046 WET 4 54.0 1843 .292 3437 .542' WB? 0 u 18 33 Ncte: Assumes NIS Sulit Phasina TOTAL CAPACITY UTILIZATION .814 .762 31. Bayside 6 Coast Hwy Existing + Growth + Approved + Cumulative + Project A14 PK HOUR W4 PY MR LANES CAPACITY VOL V/C VOL VC NBL 2.5 397 482 NBT 0.5 4800 17 .094' 17 .IHA NBR 0 36 29 SBL I 1000 66 .043' 102 .0 ;41 SET i 1600 9 .028 11 .04 SBR 0 0 36 59 EEL 1 1600 61 .038 74 .OW EPT 3 4860 3093 .644* 2481 .51' EBR 1 1020 346 .216 431 .269 WBL 1 1600 62 .039' 74 .046 WBT 4 6400 1881 .29% 3474 .548' WBR 0 0 18 3? Note: Assumes PUS Split Phasing TOTAL CAPACITY UTILIZATION .820 .768 A -14i 32. Newport Center S Coast Hwy Existing P14 PK HOUR PM PK H01JR LANES CAPACITY 'vOL 'J /C VOL V/C CBL d 0 0 0 NET 0 0 0 iBR 0 0 0 SBC 2 3200 46 .014' 141 .044• SET 0 0 0 SBR 82 535 EBL 2 3200 263 .082 30? .096' EBT 1 4E00 1642 .342` 1567 .320 EDP 0 0 0 0 WK 0 9 0 0 WBT 3 4E00 1222 .255 [381 .392' WBR f 225 160 TOTAL CAPACITY UTILIZATION .356 .532 Existing + Growth + Approved + Project AM PS HOUR PM PK HOUR LANES CAPACITY VSL V/C VOA 'J /C NBL 0 0 0 NET 0 C 0 0 NB3 0 0 0 0 SRL 2 32•-30• 44 .014' 135 .042' SET U 0 0 0 SB ?. f 102 `72 EBL 2 3220 263 .034 321 .100° EBT 3 48]0 1%21 .366' 1633 .340 EBR 0 0 0 0 W3L 0 C. .3 0 PAT 3 4-'C. 1273 .266 1913 .411' KR f 223 154 TOTAL CAPACITY UTILIZATION .374 .553 A -146 Existing + Regional Growth + Approved RA PK FOUR PM PK FOUR LANES CAPACITY VOL V/C 406 '1 /C NBL 0 0 0 0 ?7ET 0 0 0 0 ^:BR 0 0 0 0 SBL 2 3200 46 .014' 144 .045' SBT 0 0 0 0 SBR f 51 570 EEL 2 1200 268 .084 320 .1001 EBT 3 4E00 1697 .3544 1627 .339 EDP 0 0 0 0 WK 0 0 0 0 WBT 3 4500 1214 .265 1944 .405' StlBR f 226 166 TOTAL CAPACITY UTILIZATION .368 .550 Existing + Growth + Approved + Cumulative .4M PK HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL J 9 0 0 NET 9 U 0 0 NBR 3 0 0 0 SBL 2 320•.3 46 .014' 144 .0454 SBT 9 0 0 SBR = 91 510 EBL 2 3204 268 .0344 320 .1904 EBT 3 4893 1253 .33E 2140 .41E EDP 0 0 WBL 0 J 0 0 WBT 3 4809 1 143 .3E3' 2261 .471' WWER f 226 166 TOTAL CAPACITY UTILIZATION .461 .616 32. Newport Centex 6 Coast Hwy Existing + Growth + Approved + C=ulative + project .AM PK HOUR PN PK HOUR LANES CAPACITY 70L 'VIC VOL V/C NBL 0 0 0 NBT 0 0 0 NBR 0 C 0 0 SK 2 3200 44 .014' 135 .042' SET 0 0 0 0 SBR f 102 572 EBL 2 3200 268 .084' 321 .1001 EBT 3 4E00 1882 .392 2146 .447 EER 0 0 0 0 r .18L 0 0 0 0 %BT 3 4800 1741 .364' 2290 .477* WER f 223 154 TOTAL CAPACITY UTILIZATION .462 .619 A -147 33. Avocado 6 Coast Hwy Existing AM BE HOUR PN PE HOUR LANES CAPACITY VOL VIC VOL V/C NBL 1 1600 73 .049 109 .068' NUT I 16H 106 .066' 90 .056 NBR 1 1650 121 .076 163 .102 SBL 1.3 50 300 SBT 0.5 32:•0 43 .029` 130 .134* SUR f 50 275 EBL 1 1600 139 .124* 120 .075 EST 3 4800 1233 .267 1494 .326' ERR 0 0 48 ,0 W8L 1 1600 95 .C59 113 .•3'4" WST 3 4300 1126 .271' 1365 .309 W5R 0 0 177 119 Note: Assumes N/S split Phasing TOTAL CAPACITY UTILIZATION .490 .602 Existing + Growth + Approved + Project All PH HOUR ?M PK 3OCR LANES CAPACITY v0S V/C 'VOL V/C PIBL 1 1600 78 .049 100. .C•68' 14BT I 16010 106 .066' 90 .056 NBR 1 1600 121 .076 163 .102 38L t.5 53 314 SBT d.` 3200 43 .0301 13;: .140• SBR = 59 305 EBL 1 1600 228 .1431 126 .079 EST 3 4c00 1287 .2%8 i560 .340' EBB C 0 48 71 NBL 1 1600 95 .059 119 .074, NE" 3 9 @00 1164 .283' 1121 .322 l4BR 0 0 197 123 Note: Assures NIS Split Phas_nq TOTAL CAPACITY UTILIZATION .527 .622 A -148 Existing + Regional Growth + Approved AM PK HOUR FM PE HOUR ;ANES CAPACITY VOL V/C 1110L VA: NBL 1 1600 78 .049 109 .068` NBT 1 1600 106 .066' 31 .e56 NBR 1 1600 121 .076 163 .102 SBL t.° 50 300 9BT 0.5 3200 43 .029' 130 .134" SBR f 50 276 EBL 1 1600 199 .124' 120 .075 EST 3 4800 1288 .278 1564 .341' EBB .) 0 48 71 'ABL 1 1600 95 .059 119 .074' '48T 3 4800 1186 184' 1427 .322 WER 0 0 17-1 119 lose: Assumes N/z Split Phasinq TOTAL CAPACITY UTILIZATION .503 .617 Existing + Growth + Approved + Cumulative AN P:C FOUR PM ?K HOUR 17I4ES CAPAC -T( V01 VIC VOL VIC EEL 1 1600 78 .079 to .068' NB" 1 160.) 106 .066' 0.0 .056 14BR 1 1600 121 .076 163 .102 SBE LS 50 30 SET ;..5 .9200 43 .029' 130 .134• UR 1 50 276 EBL 1 160.3 199 .121+ 120 .0%5 EST 3 4800 1444 .311 2:77 .448' CUR G 1 48 71 WSL 1 1601 95 .059 119 .0,4' i4BT 4803 1653 .332' [''41 .388 WEB 0 3 1.7 119 Nete: Assures N/S Splir Fhasix TOTAL CAPACITY UTILIZATION .601 .724 33. Avocado S Coast Hwy Existing + Growth + Approved + Cumulative + Project All PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VJC NBL 1 t 600 78 .049 109 .068" NET 1 1600 106 .066' a0 .056 NBA 1 1600 121 .076 163 .102 SBL 1.5 53 319 SBT 0.5 3200 43 1030" 130 .140" SBR f 54 305 EBL 1 1600 228 .143` 126 .+079 EBT 3 4800 1443 .311 2073 .1.47" EBR 0 0 48 71 WBL 1 1600 95 .059 119 .074+ WBT 3 4800 1653 .385' 1738 .338 WBR 0 0 191 123 Ncte: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .624 .729 A -1.79 34. Goldenrod 6 Coast Hwy Existing TOTAL CAPACITY UTILIZATION .726 .677 Existing + Growth + Approved + Project AM PK HOUR P'4 PX FOUR 41 PK LANES CAPACITY VOL V/C iOL V/C NBL 0 0 106 NBL 110 1.0691' C. NET 1 1600 0 .085' 0 .08 =. PIER 0 0 27 HER 25 0 SEL 0 0 40 1.0241" SBL 4; 0 SET 1 1680 5 .031. 5 .047' SEE 0 0 14 SE3 23 0 EEL 1 1E.10 16 .010' 39 .02? EBT 2 3280 1132 .3E6 171% .545' ERR 0 0 39 EE4. 26 0 NBL 1 1600 44 .028 26 .01E' NET 2 3290 1935 .688' 1703 .53E WEE 0 G 11 WEIR 13 0 TOTAL CAPACITY UTILIZATION .726 .677 Existing + Growth + Approved + Project 41 PK HOUR P'-0 Pti FOUR LANES CAPACITY VOL ',VC VOL 'V /C NBL 0 C. lOc 110 1.06911 NET - 1El0 0 .093' n ,024 HER 0 0 21 5 SBL n 0 41 1.0261' i, SET _ InCO 5 .038 5 .047' SE3 0 0 1: 23 EP.6 IEGO lE .910' 39 .023 EBT 2 3200 1.37 .386 1812 .574' EE4. V 0 39 2n WEL _ 1c00 4- .928 26 .01E' WET 2 3200 2011 .M4 UFO .560 WEIR 0 0 11 13 TOTAL CAPACITY UTILIZATION .760 .706 A-150 Existing + Regional Growth + Approved AM PF HOUR PM PK HOUR CANES CAPACITY VOL VIC COL V/C EEL 0 0 106 110 {.0691' NET 1 1600 0 .083' 0 .084 NEE 0 0 21 25 SBL 0 0 41 1.02611 47 SET 1 1600 5 .038 5 .047* SEE C 0 14 23 EEL 1 1600 16 .010' 39 .024 EET 2 3200 1183 .382 1794 .569* ERR 0 0 39 26 WBL 1 1600 44 .028 26 .016' WET 2 3200 2022 .635' 1778 .560 WER 0 0 11 13 TOTAL CAPACITY UTILIZATION .754 .701 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR IMES CAPsC:TY -1101, 'J /C VOL V/C NBL 3 0 106 110 1.0691' NET 1 1600 0 .083' 0 .084 PIER 9 0 27 25 SBL 3 0 41. ;.026-1' 47 SET 1 1600 5 .03S 5 .047" SRR ., 0 14 23 EEL 1 1900 16 .0:0' 39 .024 EET 2 3MO 1342 .432 2321 . ?33' ERR 0 39 26 WEL 1 160.3 44 .028 26 .016* WET 2 -1200 2524 .792' 2-395 .659 WEE 9 1- 13 TOTAL CAPACITY UTILIZATION .911 .865 34. Goldenrod & Coast Hwy Existing + Growth + Approved + Cuulative + Project AM PK HOIR PM PK ROUR LANES CAPACITY VOL 'VJC VOL V/C EEL 9 9 105 110 {.069j1 NET 1 1690 0 .033' 0 .084 NER 0 0 21 25 S31, 0 0 41 (.026)' 47 SET 1 1600 5 .038 5 .047 SBR 0 0 14 23 EEL 1 1600 16 .010' 39 .024 EBT 2 1200 1356 .436 233° .7391 EPP 0 0 34 26 NBL 1 1600 44 .029 26 .G161 WET 2 3200 2543 .798, 2097 .6_ °9 WER 0 0 11 13 TOTAL CAPACITY UTILIZATION .917 .871 A -151 i Y 35. Marguerite 6 Coast Hwy Existing TOTAL CAPACITY UTILIZATION .788 .726 Existing + Growth + Approved + Project A14 PK HOUR PM 2K HOUR .AN P:[ ECUR LANES CAPACITY VOL VIC VOL V/C N8L 1 1600 120 .075' 94 .059' .075' 1 1600 73 .081 71 .092 SBR C 0 56 G 16 56 SK 1 1600 •19 .031 92 .058 SET 1 1609 67 .1211 84 .10;• SBR ., 0 127 0 78 127 EEL 1 1600 48 .0301 55 .034 EBT 2 3200 1104 .345 1687 .527* ERR 1 1600 81 .051 57 .036 WBL 1 1600 24 .015 63 .039' '1RI 2 3200 1764 .562' 1366 .437 '4BR C 0 33 0 31 33 TOTAL CAPACITY UTILIZATION .788 .726 Existing + Growth + Approved + Project .AN P:[ ECUR DI PK HOUR LAZES CAPACITY VOL Vic VOL VIC NBL 1 1600 120 .075' 94 .059' NET 1 1600 73 .081 71 .092 NBR G 0 56 76 EEL 1 160' 49 .031 92 .058 SET 1 160., 67 .1214 84 .101* SER 0 - 127 EEL 1 !60: 48 .037' 55 .034 EBT 2 32-3G 1167 .365 1779 .556` ERR 1 1601 81 .051 °_7 .036 WBL 1 .;OG 24 .015 63 .039' NET 2 32-30 1564 .593' 1130 .457 WE9 0 0 33 31 TOTAL CAPACITY UTILIZATION .819 .755 A 152 Existing + Regional Growth + Approved AM Et FOUR PM PK ECUR L ?t4ES CAAPACITY VOL VIC VOL VIC NBL 1 1600 120 .075' 94 .059' NET 1 1500 73 .081 71 .092 HER 0 0 56 76 SBL 1 1607 49 .031 92 .058 SET 1 1600 67 .211 84 .101' SBR 0 0 127 78 EEL 1 1600 48 .030' `5 .034 EBT 2 3200 1153 .360 1761 .5501 ERR 1 1600 81 .051 57 .036 WBL 1 1600 24 ,015 63 .039' WET 2 3200 1845 .5873 1428 .456 WHR 0 0 33 31 TOTAL CAPACITY UTILIZATION .813 .749 Existing + Growth + Approved + Cumulative All PK FCUR PM EK HOUR LANES CAPACITY VOL VIC 'VOL VIC NEL 1 1600 120 .075` 94 .059" NET 1 1604 73 .081 It .092 HER 0 0 56 76 SBL 1 i6o.1 52 ,033 105 .066 SET 1 16-30 67 .t21' 84 .101' SBR 0 3 127, '8 EEL 1 160" 48 ,030' 55 .034 EBT 2 3200 17:2 .410 2286 .7_at ERR 1 1602 81 .051 `_7 .036 WEL 1 i60^. 24 .015 63 .039 - WET 2 320G 2347 .743' 1745 .557 WBR 0 45 38 TOTAL CAPACITY UTILIZATION .974 .914 35. Marguerite 4 Coast Hwy Existing + Growth + Approved + Cumulative + Project e14 F HOUR PA Pi HOUR LRNES CAPACITY VOL V/C VOL V/C NBL 1 1600 120 .075' 94 .059' NET 1 1600 73 .081 71 .092 NER 0 0 56 76 SBL 1 1600 52 .033 105 .066 SBT 1 1600 67 •121' 34 .101' SBR 0 0 127 118 EBL 1 1600 48 .030' 55 .034 EBT 2 3200 1326 .414 2306 .721' EBR 1 1_600 81 .051 57 .036 NEL 1 1600 24 .015 63 .039' WBT 2 3200 2366 .754" 1147 .55E WBR 0 0 4E 38 TOTAL CAPACITY UTILIZATION .980 .920 A -153 36. Newport Center 6 Santa Barbara Existing &N PK HOUR LANSS CAPACITY VOL WE NBL t 1600 75 .047' NBT 2 3200 14 .042 NBR 1 1600 14 .009 SBL I 1600 11 .00' 581 2 3200 -16 .024' SBR 1 1600 39 .024 EBL 1 1600 34 .021' EST 2 3200 28 .018 EBR J 0 165 .103 WK 0 0 2 WET. 2 :200 5 .004' WBR G 0 6 .004 Right Turn Adjustment EBR .044' FM ?K HOUR VOL 4' /C 15` .09 "' 1:2 .032 34 .021 42 .026 IN .056' 67 .042 38 .024 97 .061' 132 .083 23 1.014)' 44 .023 24 Existing + Regional Growth + Approved M PK HOUR PV. PK 3078 IMES CAPACITY VOL V/C VOL 'v /C NBL 1 1600 75 .047> 155 .097k NET 2 3200 134 .042 102 .032 NBR 1 :609 14 .009 34 .521 SBL 1 _600 11 .007 42 .C26 SET 2 3200 76 .024' 180 .086' SBR 1 1600 39 .024 67 .N2 EBL 1 '603 34 .021' 38 .024 EBT 2 3208 28 .018 97 .061' EBR 0 J 165 .103 132 .083 WEL 0 0 2 23 (.014Y' WET 2 3200 5 .004'* 44 .026 WBR 0 0 6 .004 24 Right Turn Adjustment EBR .044* TOTAL CAPACITY UTILIZATION .140 .228 TOTAL CAPACITY UTILIZATION .140 .22B Existing + Growth + Approved + Project AM PK HOUR PM PK H'UR LIVIES CAPACITY VOL l'iC 606 '1 /C NBL 1 _69C 75 .047" M .091' NET _ 3200• 134 .042 102 .0112 ti6' 1 :6ilG 11 .0:9 34 .021 SBL 1 _a70 11 .007 42 .02E SET 2 320C• %6 .024` 1t0 .056' SBR 1 1610• 39 .024 57 .042 EBL 1 161'0 34 .021' 38 .024 EBT 32.0 ;. .•719 106 .OE6' EBR 0 0 165 .103 132 .033 KL 0 0 2 23 1.911' W3T 2 3200 6 ..04' S3 .031 W3R 0 0 6 24 Right Turn Mjustmen: EBR .44* Existing + Growth + Approved + Cumulative AM PK E'UR PM PK HOUR LANES C9PAC[TY VOL V/C VOL '1'1C NBL - 1o,% 'S .04 °' 1 °5 .097' NBT 2 3210 134 .042 152 .032 IJBR - 16:0 :4 .003 34 .02i 53L 1c10 _1 .007 42 .026 S3T 2 112:0 76 .02z' 130 .056 - S3P. - 1f:C• 3a .02= 67 .042 E3L - 16:0 34 .021' 38 .024 E3T 2 3200 23 .018 97 .061' EBR 0 C. 165 .103 132 .083 WRI. 0 0 2 23 {.014 }' WET 2 3200 5 .004' 44 .028 4158 0 0 6 .004 24 ?ight Turn Adjustment EBR .044' TOTAL CAPACITY UTILIZATION .140 .233 TOTAL CAPACITY UTILIZATION .140 .228 A -154 36. Newport Center 6 Santa Barbara Existing + Growth + Approved + Cumulative + Project AM PK HOUR PM PK HOUR LMES CAPACITY VOL V/C VOL V/C NBL 1 1600 75 .W4 155 .097' NBT 2 3200 134 .042 102 .032 NBR 1 1600 14 .009 34 .021 S3L 1 1600 11 .007 42 .026 SST 2 3200 :6 .024' 180 .056` SBR 1 1600 39 .024 67 .042 EBL 1 1600 34 .021' 38 .024 EBT 2 3200 30 .019 106 .066 EBR 0 0 165 .103 132 .083 RSL 0 0 2 23 f.014 }1 NBT 2 3200 6 .004 53 .031 NBR 0 0 6 24 Right Turn Adjustmert ERR .•344- TOTAL CAPACITY UTILIZATION .140 .233 A -155 37. Santa Cruz 4 Newport Center Existing Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL 'J /C NBL 0 0 10 (.006)' 50 1.031}' NET 3200 32 .022 144 .086 PER 0 0 27 80 SBL 1 1690 25 .016 32 .020 SET 1 1603 85 .033' 120 .075' SEP 1 16?? 56 .035 103 .064 EBL 1 163C 35 .022 91 .057 EST 2 32CO 60 .019* 102 .032' ERR 1 16C'0 22 .014 42 .026 WBL 1 1600 63 .039" 116 .013; WET 2 3200 84 .026 102 .032 WEE 1 1600 34 .021 8i .051 TOTAL CAPACITY UTILIZATION .117 .211 TOTAL CAPACITY UTILIZATION .117 .211 Existing + Growth + Approved + Project AM PH HOUR W. PK HOUR HOUR, LANES CAPACITY VOL V/C VOL VIC NBL � 0 10 ,.006)* 2 SG 1.031 }� NET 2 3200 32 .022 144 .086 (TER C 0 27 SBT 30 11,00 SBL 1 1600 25 .016 32 .020 SET 1 1600 65 .053* 120 2 SEP 1 1600 56 .035 1C3 .064 EBL 1 1600 35 .022 91 .057 BET 2 3200 60 .019' 102 .032* EBB 1 1600 22 .014 42 .026 WBL 1 1600 63 .039' 116 .013' WET 2 3200 84 .02E 102 .032 WER 1 1600 34 .021 81 .051 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL 'J /C NBL 0 0 10 (.006)' 50 1.031}' NET 3200 32 .022 144 .086 PER 0 0 27 80 SBL 1 1690 25 .016 32 .020 SET 1 1603 85 .033' 120 .075' SEP 1 16?? 56 .035 103 .064 EBL 1 163C 35 .022 91 .057 EST 2 32CO 60 .019* 102 .032' ERR 1 16C'0 22 .014 42 .026 WBL 1 1600 63 .039" 116 .013; WET 2 3200 84 .026 102 .032 WEE 1 1600 34 .021 8i .051 TOTAL CAPACITY UTILIZATION .117 .211 TOTAL CAPACITY UTILIZATION .117 .211 Existing + Growth + Approved + Project AM PK HOUR HOUR, LANES CAPACITY VOL Vic NEL 0 0 10 1 ME I* PET 2 3200 33 .022 NBR 0 C. 27 ?200 S& i 16:9 25 .016 SBT i 11,00 3" .0541 4BR ! lEGO 56 .•J 33 E51 I 1600 35 .922 EBT 2 3200 60 PM1 EBB 1 1600 22 .0 14 "SL 1 1600 E3 1600 WBT 2 3200 34 .526 !tDA 1 IEGO 34 ..21 PM EK I:CUR VOL 7/C 50 1.0311' 153 .0$3 80 32 .02r 123 .031' 103 .064 91 .057 102 .032' 42 .026 1 ?6 .073` 192 .032 81 .Jtl Existing + Growth + Approved + Cumulative W PK HOUR, PH PY, HOUR LANES CAPA(;I PV 70L VIC CCL V/C NET' 0 0 10 1.0061' 50 (•0311' NET 2 ?200 32 ..22 144 .086 PISR 0 0 27 87 S& 1 1600 25 .016 32 .020 "BT 1 1600 85 .053' ':20 .0751 SBR 1 1600 56 .035 ' -03 .064 EBL 1 1600 35 .022 91 .C5? EST 2 3200 60 .019' 102 .3321 EBB 1 1600 22 .014 42 .026 41BL 1 1600 63 .099' 11E .0731 WWI 2 5200 84 .026 102 .032 WEE 1 1600 14 .021 31 .C`1 TOTAL CAPACITY UTILIZATION .118 .217 TOTAL CAPACITY UTILIZATION .117 .211 Ad 56 37. Santa Cruz & Newport Center Existing + Growth + Approved + Cumulative + Project .4N PK HOUR P8 PR HOUR LANES CAPACITY 90L V/C VOL V/C NBL 0 0 10 {.006)' 50 1.031' NET 2 ?200 33 .022 153 .089 NBR. 0 0 27 80 SBL 1 1600 25 .016 32 .020 SET 1 1600 87 .059' 129 .081' SBR 1 1600 56 .035 103 .069 EBL _ 1600 35 .022 91 .057 EST 2 3200 60 .019' 1C2 .032' EBR 1 1600 22 .014 42 .026 NBL 1 1600 63 .039* 116 .073* S4BT 2 3200 84 .026 102 .032 SVBR 1 1600 34 .021 81 .051 TOTAL CAPACITY UTILIZATION .118 .217 A -157 38. Newport Center & Santa Rosa Existing AM PK HOUR LANES CAPACITY VOL V/C NBL 1 16130 31 .019 NET 2 32,70 6d .022' PER 1 '680 22 .014 SEE 1 1_600 87 .054` SET 2 3200 183 .057 SBR 1 1cCO 43 .027 ESE 0 0 20 BET 2 32,0 39 .02" EPR 0 0 26 WBL 0.5 42 NET 2 4000 8' .032• WBR 1 1600 145 .0001 Right Turn Adjustment WBR .018' Note: Assumes E/W Sp1_t Phasing PH Pt HOF VOL l/C 35 .024 201 .OW 36 .023 80 .05✓ 228 .031 E4 .053 E4 6, .067' 63 33 IU2 .034' 163 .102 WEB .0301 Existing + Regional Growth + Approved All HE HOUR PH PK HOUR LANES CAPACITY VOL V/C 901. V/C NBL 1 1600 31 .019 38 .024 NET 2 3200 E9 .022' 204 .064' NBR 1 1600 22 .014 36 .023 SBL 1 1600 37 .954' 80 .0300 SET 2 3200 132 .d5' 22E .071 SBR 1 1600 43 .02' 84 .053 ZBL 0 0 20 84 7BT 2 3200 39 .627' 67 .067' ,BR 0 0 26 63 WEE 0.5 42 33 WBT 2 4000 87 .u32' 102 .034' WBR 1 1600 145 .291 163 .102 .Right Turn Ad3ustment W3R .018' WBR .030' Noce: Assumes E /4; Split Phasing TOTAL CAPACITY UTILIZATION .153 .245 TOTAL CAPACITY UTILIZATION .153 .245 Existing + Growth + Approved + Project A4 PE SOUR PM 11K HOUR LANES CAPACITY VOL 9p0 V11. WC N3L 1 1600 31 .0 19" 58 .024 NET 2 3200 75 .?23 230 .0721 N3B 1 1600 22 .'14 36 .023, S3L 1 160U 37 .754 £0 .OEC" SET 2 3200 213 .1671 243 .976 2F. 1 1600 43 „i. % 84 .053 EE-1 0 0 20 8; 56T 2 3200 ?4 .925• 42 .955` IF 0 0 26 63 .0 19 WBL 0.` 42 33 a7BT 2 4009 76 .030, 69 . ^,23' WBR 1 1600 145 .C•9_ _63 .102 Right Turn kd3ustmont WBR .014' WBP. .'411 6):e: Assumes E /4. Split Phasing Existing + Growth + Approved + Cumulative F.M PE BOJR PH PK HOUR LM S CAPAf.IT"i 'i0L VIC VOL Z/C 'BL I 1600 '1 .019 38 .024 SBT 2 3200 69 .622" 204 .064' •SBR 1 1600 22 .014 36 .023 SBL I 1600 87 .C•54'" EO .050' SST 2 KOO 183 .C•5' 228 ,071 SRN 1 1600 43 .021. N4 .953 EBL 9 0 20 E7 EB" 2 :200 50 .0301 100 .OS?' EBB .. 0 26 63 WB1 '.5 42 33 WB" 2 4000 126 .0424 127 .0c WEN 1 1600 145 .09- 163 .132 Right Turi Ad;jstment t•IBR .00E WES .024' Note: Assumes ; /;d Split Phasing TOTAL CAPACITY UTILIZATION .155 .239 TOTAL CAPACITY UTILIZATION .156 A -158 .258 38. Newport Centex S Santa Rosa Existing + Growth + Approved + Cumulative + Project AM PK EOUR PM P HOOP LANES CAPACITY VOL VIC VOL V/C 1121, 1 1000 31 .019` 36 .024 NET 2 3200 75 .023 230 .072' NP 1 1600 22 .014 36 .023 SBL 1 1600 87 .054 80 .050' SET 2 ?200 213 .067' 243 .076 SRR 1 1600 43 .027 84 .053 EEL 0 0 20 84 EBT 2 3200 45 .eta` 84 .072' EBR 0 0 26 63 HL 0.5 42 33 WET 2 <000 115 .039' 85 .030' NPR _ 1600 145 .091 163 .102 R_gnt '_urn Adjustment WER .005' KR .034' Note: Assunes E/W Split Phasing TOTAL CAPACITY UTILIZATION .158 .258 A -159 39. Newport Center a San Miguel Existing AM PK A0'JR PM PK HOUR LANES CAPACITY 'VOL %1 /C V31. V/C NBL 1 1600 48 .330 98 .061' NBT 2 1200 191 .'W 98 .061 NBR 0 0 127 180 .113 SBL C. 0 55 (- 0341' 104 SBT 2 1200 54 .241 174 .121" SBR 0 0 21 1!0 EBL 1 1600 13 .008 42 -026 EBT 2 3200 39 .012' 248 .078' EBR 1 1600 17 .011 100 .063 WBL 1 1600 132 .083' 243 .152' WK 2 3200 138 .043 282 .088 WK 1 1600 107 .067 160 .100 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY iOL WC VOL V/C NBL 1 1600 4£ .030 98 .061' NBT 2 3200 10 .086" 98 .061 NBR 9 0 127 180 .113 SBL 0 0 55 ;.034;' 104 SBT 2 3200 54 .041 174 .121" SBR 9 0 21 110 EBL 1 1600 13 .008 42 .026 EBT 2 3200 39 .Oi2' 248 .078' EBR 1 1600 17 .011 100 .063 WK 1 1600 132 .083' 243 .152' WBT 2 3200 138 .043 292 .088 WBR 1 1600 107 .067 150 .100 TOTAL CAPACITY UTILIZATION .215 .412 TOTAL CAPACITY UTILIZATION .215 .412 Existing + Growth + Approved + Project API 3K HOUR L.ANE3 C 2ACITY i3O-, V/C IIBL l :503 48 .030 NBT 2 .120•3 150 .087' NBE 0 1 12:' SBL G 0 C2 1.139r' SBT 2 320' 64 .o46 s88. 0 21 Fl. 1607 13 .008 F3T 2 3200 41 .0.3" EBR. _ 150C 17 .0 .1 P16L I IEBC 132 A£3' 4;BT 2 3230 142 .049 NBR '. I"cJ 10. .063 PM PK HOUR VOL 1J /C 94 .oW 108 .06£ 180 .113 8-' 1_6', .113' 1.7 11 - 6 254 . A3' _03 .063 243 .152 296 . 093 !34 .684 Existing + Growth + Approved + Cumulative .AM FR FCIIR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 98 .061' NBT I 3200 147 .086' 98 .051 NBR 0 12% 190 .113 SBL 0 •J 55 {•03x1' 104 SBT 2 3200 54 .041 1'•4 .121' SBR 0 9 21 110 EBL 1 1603 13 .004 42 .026 EET 2 3203 51 .016+ 285 .089' EBR 1 '_603 17 .011 100 .063 OBL 1 .603 132 .033' 243 .152' WBT 3203 15 .055 304 .095 WBR 1 .60N 107 .057 166 J00 TOTAL CAPACITY UTILIZATION .222 .409 TOTAL CAPACITY UTILIZATION .219 A -160 423 39. Newport Center E San Miguel Existing + Growth t Approved + Cumulative + Project AM PR HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL WC NBL 1 1600 48 .030 98 .061* PIBT 2 3200 150 .031.1 108 .068 NBR 0 0 127 180 .113 SOL 0 0 62 1.03911 84 SBT 2 3200 64 .046 167 .113` SBR 0 0 21 110 EBL 1 1600 13 .008 42 .026 EST 2 3200 53 .01" 301 .094" ESR 1 1600 17 .011 100 .063 WK 1 1600 132 .0531 243 .1521 WK 2 3200 179 .056 318 .099 WBR 1 1600 101 .063 134 .084 TOTAL CAPACITY UTILIZATION •226 .420 A -161 M p 40. Newport Center /Fashion Island 6 Newport Center Existing M FK HOUR PM PK HOUR IMES CAPACITY VOL VIC VOL VIC HBL 1 1600 167 .104' 143 .089* NBT 2 3290 58 .018 165 .053 NBR 1 1601. 276 .173 li9 .074 EB; 1 1600 4 .003 41 .026 SBT 2 3200 10 .003' 1'2 .0?61 SBR ) 0 1 1600 3 .00.3 EBL 1 iP,00 6 .004 22 .314 EBT 2 3200 98 .031' 105 .033" EBR 1 ic00 125 .078 21`. .13.1 WBL 1 1600 68 .043' 376 .235' WBT 2 3200 41 .013 83 .026 WBR I 1600 '2 .003 52 .633 Right Turn Adjustment NBR .037` EBR .039' TOTAL CAPACITY UTILIZATION .218 .427 Existing . Growth + Approved + Project AM PE HOUR PK PK :TOUR LANES CAPACITY VOL V/C 'VOL Vil' NBL 1 l6OC 167 .:041 143 .083' NBT 2 3200 60 .019 1 ?6 .056 NBR 1 16110 27; .171 111 .065 SBL _ 1600 4 .0:3 4' .026 SBT 2 3200 11 .•304' 121 .039' ERR ) 0 1 3 EBL 1 1600 C .004 22 .014 EDT 2 5200 9E .031, '05 EBR I i60O 125 .078 215 .134 WBL 1 1600 %8 .049" 3C9 .231' WBT - 3200 41 .613 87 .026 h'B3 1 1500 .003 52 .033 Righ.- Tun Adjustment UK .M, EBR .034' TOTAL CAPACITY UTILIZATION .217 .426 A -162 Existing + Regional Growth + Approved AM PK HOUR PM FK HOUR LANES C,d ?AC1TY VOL VIC VOL 7/C NBL 1 1800 :67 .1041 14"3 ,089' NEV!` 2 3200 53 .•318 169 ,053 NBR _ i600 27.6 .11,3 119 .074 SBL i 1600 4 .003 41 .026 3BP 2 3200 10 .003' 112 .O ?C' SBR a 0 i 3 EBL 1 1600 6 .004 22 .014 ERT 2 3200 58 .031' 105 .033' EBR 1 160.3 i25 .078 215 .134 WBL 1 :600 68 .043' 3 ?6 .235' WRT 2 32'0 41 .013 E3 ,026 WBR 1 1600 12 .0.38 52 .033 Right Turn Ad3ustmenr NBR .C3 ?* EBR .0341 TOTAL CAPACITY UTILIZATION .218 .427 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LIi:ES CAPACITY 'r]L VIC Vol 5/-1 MBL 1 1030 167 .104' 143 .089' NRT 2 3280 58 .•318 169 .053 N3R IECO 276 .1'.3 1'_9 .074 SB: _ 1600 4 .00.3 41 .026 -ET 2 3,100 10 .1103' 112 .0361 .BR 0 0 1 3 EBL i i600 6 .004 22 .014 EBT 2 3200 98 .031' 10`_ .033' EBR 1 1500 125 .078 11° .134 WBL 1 160? 68 .043' 2'6 .235 - WET 2 3206 41 .013 83 .026 sBR 1 10 (1 :2 .)03 52 .033 Right Tun Acp1SLme6t NBR .027' EBR .03i' TOTAL CAPACITY UTILIZATION .218 .427 40. Newport Center /Fashion Island 6 Newport Center i Existing + Growth + Approved + Cumulative + Project AA PK HOAR P[4 H HOUR LANES CAPACITY VOL V/C VOL VC NBL 1 IM 167 .104' 143 .089' NBT 2 3200 00 .019 118 .056 88R t 160: 274 .171 !11 .059 ,BL 1 160. .003 41 .026 SET 2 3 ?00 it .0 °4' 121 .C39t SEE 0 0 1 3 EBL 1 1600 6 .004 22 .914 EST 2 3200 98 .0314 105 .033' ERR 1 1E00 125 .078 215 .134 .JBL 1 ICU 78 .049' 30 .231" GBT 2 3200 41 .313 83 .02o I 1 ;;OS 12 .M 52 .033 Right Turn Adjustnent NBR .0251 EBR .934' TOTAL CAPACITY UTILIZATION .211 .426 A -163