HomeMy WebLinkAbout1765 - APPROVE DEVELOPMENT OF BLK 500 OF THE NNCPC_DA AND TS COMPLY WITH THE TRAFFIC PHASING ORDINANCERESOLUTION NO. 1765 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH APPROVING DEVELOPMENT OF 96,428 SQUARE FEET OF OFFICE SPACE IN BLOCK 500 OF THE NORTH NEWPORT CENTER PLANNED COMMUNITY, FINDING THAT THE DEVELOPMENT AND TRAFFIC STUDY TS2008 -001 (PA2008 -126) COMPLY WITH THE TRAFFIC PHASING ORDINANCE WHEREAS, The Irvine Company has applied to the City of Newport Beach for approval under Municipal Code Chapter 15.40 (Traffic Phasing Ordinance) to develop 96,428 square feet of general office in Block 500 of the North Newport Center Planned Community (the "Project'). WHEREAS, the Project is consistent with the General Plan, the North Newport Center Planned Community Development Plan, the Zoning Implementation and Public Benefit Agreement (Development Agreement) approved by the City Council of the City of Newport Beach on December 18, 2007, and the Transfer of Development Rights approved by the City Council on July 22, 2008. WHEREAS, consistent with Municipal Code section 15.40.030(B)(1), the Project is anticipated to be complete with 60 months of Traffic Phasing Ordinance approval. WHEREAS, a traffic study, entitled North Newport Center Planned Community Traffic Phasing Ordinance Traffic Study (Austin -Foust Associates, Inc., July 2008), was prepared for the Project in compliance with the Traffic Phasing Ordinance. WHEREAS, the traffic study found that the intersections along Newport Center Drive will continue to operate at LOS "A," but that the Project will cause the following intersection to exceed the Level of Service (LOS) "D" standard under the Traffic Phasing Ordinance: MacArthur Boulevard and San Joaquin Hills Road. WHEREAS, the traffic study found the addition of a third eastbound left -turn lane to the intersection of MacArthur Boulevard and San Joaquin Hills Road to be an improvement that will result in the Project not causing nor making worse an unsatisfactory level of service at this intersection. WHEREAS, the addition of a third eastbound left -turn lane as mitigation for the intersection of MacArthur Boulevard and San Joaquin Hills Road is an improvement included in the General Plan Circulation Element, and therefore a feasible improvement under the Traffic Phasing Ordinance. The Development Agreement requires this improvement to be made upon issuance of a certificate of occupancy for the first building constructed pursuant to the Development Agreement, but not later than 60 months after the effective date of the Development Agreement. The traffic study determined based on sufficient data and analysis that the Project under a worst -case scenario of full build -out by 2010, when taken together with the circulation improvement, will not cause nor make worse an unsatisfactory level of traffic service at MacArthur Boulevard and San Joaquin Hills Road. WHEREAS, the Planning Commission held a public hearing on August 7, 2008, in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California, at which time the Planning Commission considered the traffic study. A notice of time, place, and purpose of the meeting was duly given in accordance with the Municipal Code. Evidence, both written and oral, was presented to and considered by the Planning Commission at this meeting, including the evidence and arguments submitted by the City staff, The Irvine Company, and all interested parties. WHEREAS, the Planning Commission considered the foregoing improvement and determined that, consistent with Municipal Code section 15.40.030(B)(1)(b), the Project including the construction of a third eastbound left- turn lane to the intersection of MacArthur Boulevard and San Joaquin Hills Road, as required in the Development Agreement, will neither cause nor make worse an unsatisfactory level of service at an impacted primary intersection. NOW, THEREFORE, based on the weight of the evidence in the administrative record, including the traffic study, the Planning Commission finds that: 1. Construction of the Project will be completed within sixty (60) months of Traffic Phasing Ordinance approval, and may be considered under Municipal Code section 15.40.030(B)(1). 2. A traffic study for the Project has been prepared in compliance with Chapter 15.40 and Appendix A. 3. Based on the weight of the evidence in the administrative record, including the traffic study and the Development Agreement, the finding for Traffic Phasing Ordinance approval in section 15.40.030(B)(1)(b) can be made with respect to the Project including improvement to the intersection of MacArthur Boulevard and San Joaquin Hills Road. 2 NOW, THEREFORE, BE IT RESOLVED that the Planning Commission approves the Project, finding, based on the weight of the evidence in the administrative record, including Traffic Study No. TS2008 -001 and the Development Agreement, that the Project complies with the Traffic Phasing Ordinance; and authorizes all other activities pursuant to the Traffic Phasing Ordinance. BE IT FURTHER RESOLVED that this Traffic Phasing Ordinance approval shall expire sixty (60) months from the date of this approval. PASSED AND ADOPTED on the 7th day of August, 2008, by the following vote, to wit: i i I I Yv ..1. AYES: Eaton, Unsworth, Hawkins, Peotter, 3 McDaniel, Toerge and Hillgren NOES: None ABSENT: None City of Newport Beach NORTH NEWPORT CENTER PLANNED COMMUNITY TRAFFIC PHASING ORDINANCE Traffic Study July 2008 rriEr _L_ AUSTIN FOUST ASSOCIATES INC. PA2008 -126 for TD2008 -001 600 Newport Center Drive DATE OF MEETING: - FINAL City of Newport Beach NORTH NEWPORT CENTER PLANNED COMMUNITY TRAFFIC PHASING ORDINANCE TRAFFIC STUDY Prepared by: Austin -Foust Associates, Inc. 2223 Wellington Avenue, Suite 300 Santa Ana, California 92701 -3161 (714) 667 -0496 July 31, 2008 NORTH NEWPORT CENTER PLANNED COMMUNITY TRAFFIC PHASING ORDINANCE TRAFFIC STUDY As pall of the proposed North Newport Center Project, The Irvine Company and City have 72,000 square feet (sf) reserved space set -aside for the future City Hall in Block 500. City Hall is no longer planned at this location. As a result, additional general office space can be provided in Block 500 as a replacement for City Hall. The 108 PM peak hour trips originally dedicated to a 72,000 sf City Hall are available to support 96,428 sf of general office on the basis of trip equivalency. This Traffic Phasing Ordinance (TPO) examines the impact of this exchange. ANALYSIS A Traffic Phasing Ordinance (TPO) traffic study was conducted for the proposed project. A total of 40 intersections within the City including five intersections on Newport Center Drive (the interior ring road around Fashion Island) were examined using the City's required TPO procedure. This procedure includes both a one percent test and, where necessary, an intersection capacity utilization (ICU) analysis. Consistent with the City's TPO analysis guidelines, the project is analyzed under short-range conditions (existing volumes plus a regional growth factor and approved projects) without and with cumulative projects (i.e., projects reasonably expected to be complete within one year after project completion which are located within the City of Newport Beach or its sphere of influence). Trip Generation Distribution and Analysis The applicable trip rates and incremental trip generation for the proposed project is presented in Table 1. The proposed project is forecast to generate a net increase over existing of 104 trips in the AM peak hour, 108 trips in the PM peak hour, and 682 trips daily. A trip assignment was prepared for the proposed office project, shown in Figure A -1 in the Appendix, as follows: 1. North on MacArthur Boulevard 40 percent 2. North on Jamboree Road 25 percent 3. West on Coast Highway 15 percent 4. East on Coast Highway 10 percent 5. East on San Joaquin Hills /San Miguel 5 percent 6. Internal capture 5 percent North Newport Center Planned Community I Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 0170831po.doc Table 1 TRIP GENERATION SUMMARY Land Use Amount AM Peak Hour PM Peak Hour ADT In Out Total In Out Total TRIP RATES ITE Office (Regression E )* TSF 0.95 0.13 1.08 0.19 0.93 LE 7.07 TRIP GENERATION Block 500 - Office 96.43 TSF 92 12 104 18 90 108 682 NET INCREASE 92 12 104 18 90 108 682 * Office trip rate from "North Newport Center Traffic Phasing Ordinance Traffic Study," Austin -Foust Associates, Inc., November 1-007. North Newport Center Planned Community 2 Austin -Foust Associates, Inc. Traffic Phasing Ordinance l'raffic Study 017083tpo.doe One Percent Analysis The results of the TPO One Percent Analysis are listed in Table 2. This analysis identifies the intersections where the project adds one percent or more to the background peak hour volume, in which case a more rigorous capacity analysis is performed. Opening year for the project is assumed to be 2009; therefore, the project year for this analysis is 2010. Examination of Table 2 reveals that 22 study intersections showed increases of one percent or greater of existing -plus- approved volumes during the AM or PM peak hour. As a result, further analysis is required and a peak hour ICU analysis was conducted for the 22 locations. ICU Analysis 1 he results of the ICU analysis are presented in Table 3. A significant project impact is defined as an increase of .01 or more in the ICU value at an intersection that reaches LOS "E" or "F ". Examination of the results shows that the project causes a significant impact at one location under existing - plus - growth -plus- approved - plus - cumulative conditions. The impacted location of MacArthur Boulevard and San Joaquin Hills Road is shown below with its respective with - project ICU value: Intersection AM Project Increment PM Project Increment 19. MacArthur Boulevard and San Joaqui n Hills Road .72 1 .002 1 .93 1 .011 CONCLUSION In summary, it is concluded that the project causes one study area location to fail the ICU criteria. This intersection, McArthur Boulevard at San Joaquin Hills Road, will experience an unacceptable 0.011 increase in its ICU from 0.914 to 0.925 during the PM peak period. The addition of a third eastbound left -turn lane is recommended as mitigation. Such an improvement will more than offset the project's impact by improving the ICU from a would -be 0.93 to 0.85. The intersection will operate at LOS "D" with the recommended improvement. This improvement is consistent with the General Plan. The intersections along the Newport Center Drive ring road currently operate at LOS "A" during the AM and PM peak hours. With the addition of project traffic, these intersections will continue to operate at LOS "A ". North Newport Center Planned Community 3 Austin -Foust Associates, Inc. T ralic Phasing Ordinance I raffle Study 0170831po.doe Table 2 SUMMARY OF ONE PERCENT ANALYSIS Intersection AM Peak Hour Project Volumes Less Than 1% of Peak Hour Volumes NB SB EB WB w/o Cumulative I. MacArthur & Campus 1 9 0 0 Yes 2. MacArthur & Birch 1 9 0 0 Yes 3. MacArthur & Von Karman 1 9 0 0 No 4. Jamboree & Campus 1 9 0 0 Yes 5. Jamboree & Birch 1 9 0 0 Yes 6. MacArthur & Jamboree 1 9 1 9 No 7. Ba view & Bristol South (EB) 0 0 14 0 Yes 8. Jamboree & Bristol North (WB) 3 9 0 0 Yes 9. Jamboree & Bristol South (EB) 1 9 14 0 No 10. Jamboree & Ba view 3 23 0 0 No 11. Jamboree & Eastbluff /Universi 3 23 0 0 No 12. Jamboree & Bison 3 23 0 0 No 13. Jamboree & Eastbluff /Ford 3 23 0 0 No 14. Jamboree & San Joaquin Hills 0 23 0 3 No 15. Jamboree & Santa Barbara 5 0 0 1 Yes I6. Jamboree & Coast Highway 0 1 14 1 Yes 17. MacArthur & Bison 5 28 0 9 No 8. MacArthur & Ford /Bonita Canyon 5 37 0 0 No 19. MacArthur & San Joaquin Hills 0 37 5 0 No 20. MacArthur & San Miguel 5 0 2 5 No 21. MacArthur & Coast Highwav 0 1 1 10 Yes 22. Santa Cruz & San Joaquin Hills 0 0 23 3 No 23. Santa Rosa & San Joaquin Hills 3 0 23 0 No 24. San Miguel & San Joaquin Hills 1 5 0 0 No 25. Avocado & San Miguel 9 2 0 9 No 26. Balboa/Superior & Coast Highway 0 0 5 1 Yes 27. Newport & Coast Highway 0 5 5 1 Yes 28. Riverside & Coast Highway 0 0 9 1 Yes 29. Tustin & Coast Highway 0 0 9 1 Yes 30. Dover /Ba shore & Coast Highway 0 5 9 2 Yes 31. Bayside & Coast Highway 0 0 14 2 Yes 32. Newport Center & Coast Highway 0 1 10 1 Yes 33. Avocado & Coast Highway 0 2 5 5 No 34. Goldenrod & Coast Highway 0 0 1 9 Yes 35. Marguerite & Coast Highway 0 0 1 9 Yes 36. Newport Center & Santa Barbara 0 1 5 0 No 37, Santa Cruz & Newport Center 0 0 5 1 No 38. Newport Center & Santa Rosa 1 5 5 1 No 39. Newport Center & San Miguel 0 0 1 5 No 40. Fashion Island & Newport Center 5 0 0 1 No Cont. North Newport Center Planned Community 4 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017083tpo.doc Table 2 (Cont,) SUMMARY OF ONE PERCENT ANALYSIS j Intersection PM Peak Hour Project Volumes Less Than 1% of Peak Hour Volumes NB SB EB WB w/o Cumulative 1. MacArthur &Campus 9 2 0 0 Yes 2. MacArthur& Birch 9 2 0 0 Yes 3. MacArthur & Von Karman 9 2 0 0 Yes 4. Jamboree & Cam us 9 2 0 0 Yes 5. Jamboree & Birch 9 2 0 0 Yes 6, MacArthur & Jamboree 9 2 9 2 1 No 7. Ba view & Bristol South (EB) 0 0 3 0 Yes 8. Jamboree & Bristol North (WB) 23 2 0 0 Yes 9. Jamboree & Bristol South (EB ) 9 2 3 0 Yes 10, Jamboree & Ba view 22 4 0 0 No 11, Jamboree & Eastbluff/University 22 4 0 0 No 12. Jamboree & Bison 22 4 0 0 No 13. Jamboree & Eastbluff /Ford 22 4 0 0 Yes 14. Jamboree & San Joaquin Hills 0 4 0 22 No 15, Jamboree & Santa Barbara 1 0 0 5 Yes 16. Jamboree & Coast Highway 0 5 3 9 Yes 17. MacArthur & Bison 36 5 0 2 No I& MacArthur & Ford /Bonita Canyon 36 7 0 0 No 19. MacArthur & San Joaquin Hills 0 7 36 0 No 20. MacArthur & San Miguel 1 0 10 1 Yes 21. MacArthur & Coast Highway 0 5 5 2 Yes 22. Santa Cruz & San Joaquin Hills 0 0 4 22 No 23. Santa Rosa & San Joaquin Hills 22 0 4 0 No 24, San Miguel & San Joaquin Hills 5 1 0 0 Yes 25. Avocado & San Miguel 2 18 0 2 No 26. Balboa/Superior & Coast Highway 0 0 1 5 Yes 27. Newport & Coast Highway 0 1 1 5 Yes 28. Riverside &Coast Highway 0 0 2 9 Yes 29. Tustin & Coast Highway 0 0 2 9 Yes 30. Dover /Ba shore & Coast Highway 0 1 2 14 Yes 31. Bayside & Coast Highway 0 0 3 14 Yes 32. Newport Center & Coast Highway 0 5 2 5 Yes 33. Avocado & Coast Highway 0 l0 1 1 No 34. Goldenrod & Coast Highway 0 0 9 2 Yes 35. Marguerite & Coast Highway 0 0 9 2 Yes 36. Newport Center & Santa Barbara 0 5 1 0 No 37. Santa Cruz & New ort Center 0 0 1 5 No 38. Newport Center & Santa Rosa 5 1 1 5 No 39. Newport Center & San Miguel 0 0 5 1 No 40. Fashion Island & Newport Center 1 0 0 5 No North Ne,poa Center Planned Community 5 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017083tpo.doc 0 h F c v O c L d F + V 4 + pip + 1. e a R N rn O N N IN y N N K � � U L > L 00 or r h b b 00 l0 1� 00 P 1� M F� Ci i �p k1 + V y V 3 •p 0. vi r P r N r N h M l0 1� h V 1� M �� 00 — 00 1� OO M 1� P N l0 V f 1 b l0 1� N b 7 N N N N r! N V M V p 4 4 G U + V C O 4 M .. oo l� P P N C 00 vl N o0 M vl N �. N N V l° r 'V � M M M Vl h r— N N z � 4 L M y � N N V V � U 0 U + 4 — ao e d M— 00 P P N V 00 O oo N h r y b N N N M 1� 10 M— M l° V l° l° l° r \° IT V M M M h V1 N W r rV' h h h l0 h b 1� 00 N N N N V V a C 'k d m V O W _ _ �U o °,o m U x xTx A o wao S •,� .,' .O C td U �6 � O U O � � � � i � G ,E y de 0 F td N F C O 1;8 'd ;d a3 '� aS aS -d -d M N y y U` U U is y � ACC CCV CL• —�'� o v U L `ta V O E m ti F� E E ti cO •cN 'C tVd G N G N j v Z tp V] N N Z W V •¢C G ti ti •G V] Q d .Z G> 06 C: C N N N r'i N V N vi N r'i M b M l� M Oo M P M O V v M -1 0 h F c v O c L d F APPENDIX A North Newport Center Planned Community A -1 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017083tpo.doc Table A -1 APPROVED AND CUMULATIVE PROJECTS SUMMARY Approved Projects Fashion Island Expansion Hoag Health Center Tem lebat Yahm Expansion Birch Medical Office Complex Ford Redevelopment Newport Executive Court CIOSA — Irvine Project St. Mark Presbyterian Church Newport Dunes North Newport Center 1401 Dove Street Corporate Plaza West 1901 Westcliff Surgical Center Mariner's Mile Gateway Hoag Hospital Phase I II Land Rover NB Service Center Santa Barbara Condo OL A Church Expansion 2300 Newport Boulevard Cumulative Projects Mariners Church I Newport Ridge Exodus Community Center and Tarbut V'Torah Expansion I Newport Coast North Newport Center Planned Community A -2 - Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017083tpo.doc Figure A -1 PROJECT DISTRIBUTION • OFFICE North Newport Center Planncd Community A-3 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017083tpoFigA -I.dwg 1% Traffic Volume Analysis Southbound 1478 59 47 0 1584 Intersection: 1. MacArthur & Campus 9 Eastbound 1323 0 10 0 1333 13 0 Existing Traffic Volumes Based on Average WnterfSpring 2006 4 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Existing Regional Projects Projects Projected I% of Projected Project Approach Peak i Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Eastbound 993 0 5 0 998 10 0 Westbound 1367 0 3 0 1370 14 0 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Northbound 1000 40 22 0 1062 11 1 Southbound 1478 59 47 0 1584 16 9 Eastbound 1323 0 10 0 1333 13 0 Westbound 368 0 2 0 370 4 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1361 54 54 0 1469 15 9 Southbound 1905 76 28 0 2009 20 2 Eastbound 993 0 5 0 998 10 0 Westbound 1367 0 3 0 1370 14 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume, Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -4 1% Traffic Volume Analysis Westbound 232 0 13 0 245 Intersection: 2. MacArthur & Birch 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Existing Traffic Volumes Based on Average Winter /Spring 2007 Intersection Capacity Utilization (ICU) Analysis is required. Peak 1 Hour Approved Cumulative PM PEAK PERIOD Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. AM PEAK PERIOD Intersection Capacity Utilization (ICU) Analysis is required. Northbound 1892 57 14 0 1963 20 1 Southbound 1094 33 47 0 1174 12 9 Eastbound 554 0 14 0 568 6 0 Westbound 232 0 13 0 245 2 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1318 40 26 0 1384 14 9 Southbound 2306 69 26 0 2401 24 2 Eastbound 525 0 48 0 573 6 0 Westbound 937 0 8 0 945 9 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -5 1% Traffic Volume Analysis PROJECT: North Newport Center Planned Community TPO A•6 FULL OCCUPANCY YEAR: 2010 Intersection: 3. MacArthur & Von Kerman Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1903 76 14 0 1993 20 1 Southbound 627 25 25 0 677 7 9 Eastbound 155 0 0 0 155 2 0 Westbound 302 0 0 0 302 3 0 Project AM Traffic is estimated to be less than i% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1014 41 25 0 1080 11 9 Southbound 1097 44 12 0 1153 12 2 Eastbound 640 0 0 0 640 6 0 Westbound 899 0 0 0 899 9 0 Project PM Traffic Is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO A•6 FULL OCCUPANCY YEAR: 2010 1 %Traffic Volume Analysis A -7 Intersection: 4. Jamboree & Campus Existing Traffic Volumes Based on Average WinterfSpring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1520 61 25 0 1606 16 1 Southbound 2134 85 54 0 2273 23 9 Eastbound 290 0 4 0 294 3 0 Westbound 845 0 1 0 846 8 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2025 81 47 0 2153 22 9 Southbound 2413 97 35 0 2545 25 2 Eastbound 1086 0 2 0 1088 11 0 Westbound 769 0 1 0 770 8 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume, Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -7 1% Traffic Volume Analysis Southbound 2051 82 61 0 2194 Intersection: 5. Jamboree & Birch 9 Eastbound 194 0 0 0 194 2 0 Existing Traffic Volumes Based on Average Winter/Spring 2006 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Peak i Hour Approved Cumulative Project AM Traffic is estimated to be I % or greater of Projected AM Peak 1 Hour Traffic Volume. Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Eastbound 509 0 1 0 510 5 0 Westbound 14 0 0 0 14 0 0 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Northbound 1648 66 28 0 1742 17 1 Southbound 2051 82 61 0 2194 22 9 Eastbound 194 0 0 0 194 2 0 Westbound 7 0 0 0 7 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be I % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1844 74 54 0 1972 20 9 Southbound 2346 94 34 0 2474 25 2 Eastbound 509 0 1 0 510 5 0 Westbound 14 0 0 0 14 0 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -8 1% Traffic Volume Analysis A -9 Intersection: 6. MacArthur & Jamboree Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1648 49 18 0 1715 17 1 Southbound 2051 62 36 0 2149 21 9 Eastbound 194 6 41 0 241 2 1 Westbound 7 0 74 0 81 1 9 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1844 55 25 0 1924 19 9 Southbound 2346 70 33 0 2449 24 2 Eastbound 509 15 74 0 598 6 9 Westbound 14 0 42 0 56 1 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 %or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -9 1% Traffic Volume Analysis Southbound 0 0 0 0 0 Intersection: 7. Bayview 8 Bristol South (EB) 0 Eastbound 3107 0 25 0 3133 31 14 Existing Traffic Volumes Based on Average Winter/Spring 2007 0 0 Northbound Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD 641 0 0 0 641 Peak 1 Hour Approved Cumulative 0 Southbound 0 0 0 0 0 0 Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 480 0 0 0 480 5 0 Southbound 0 0 0 0 0 0 0 Eastbound 3107 0 25 0 3133 31 14 Westbound 0 0 0 0 0 0 0 Northbound Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD 641 0 0 0 641 6 0 Southbound 0 0 0 0 0 0 0 Eastbound 3057 0 14 0 3071 31 3 Westbound 0 0 0 0 0 0 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -10 1% Traffic Volume Analysis Northbound Intersection: 8. Jamboree & Bristol North (WB) 36 3 Southbound Existing Traffic Volumes Based on Average WintertSpring 2006 9 Eastbound Peak 1 Hour Approved Cumulative 0 0 Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Northbound AM PEAK PERIOD 3370 135 95 0 3600 36 3 Southbound 1050 42 76 0 1168 12 9 Eastbound 0 0 0 0 0 0 0 Westbound 0 0 0 0 0 0 0 Northbound Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD 2849 114 138 0 3101 31 23 Southbound 1971 79 59 0 2109 21 2 Eastbound 0 0 0 0 0 0 0 Westbound 0 0 0 0 0 0 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -11 1% Traffic Volume Analysis A -12 Intersection: 9. Jamboree & Bristol South (EB) Existing Traffic Volumes Based on Average WinterfSpring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 2187 87 115 0 2389 24 1 Southbound 675 27 63 0 765 8 9 Eastbound 2831 0 114 0 2945 29 14 Westbound 0 0 0 0 0 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1955 78 146 0 2182 22 9 Southbound 1241 50 50 0 1341 13 2 Eastbound 3273 0 164 0 3437 34 3 Westbound 0 0 0 0 0 0 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -12 1% Traffic Volume Analysis Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -13 Intersection: 10. Jamboree & Bayview Existing Traffic Volumes Based on Average WnterfSpring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1935 58 24 0 2017 20 3 Southbound 2006 60 42 0 2108 21 23 Eastbound 88 0 0 0 88 1 0 Westbound 100 0 0 0 100 1 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% orgreater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1758 53 46 0 1857 19 22 Southbound 2383 71 20 0 2474 25 4 Eastbound 399 0 0 0 399 4 0 Westbound 170 0 0 0 170 2 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -13 1% Traffic Volume Analysis A -14 Intersection: 11. Jamboree & EaslbluRlUniversity Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1718 52 92 0 1862 19 3 Southbound 1669 50 152 0 1871 19 23 Eastbound 534 0 1 0 535 5 0 Westbound 618 0 5 0 623 6 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1678 50 161 0 1889 19 22 Southbound 2477 74 122 0 2673 27 4 Eastbound 351 0 0 0 351 4 0 Westbound 438 0 11 0 449 4 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -14 1% Traffic Volume Analysis A -IS Intersection: 12. Jamboree & Bison Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak l Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1547 46 92 0 1685 17 3 Southbound 1993 60 146 0 2199 22 23 Eastbound 187 0 0 0 187 2 0 Westbound 319 0 2 0 321 3 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1807 54 155 0 2016 20 22 Southbound 2302 69 124 0 2495 25 4 Eastbound 102 0 1 0 103 1 0 Westbound 464 0 a 0 472 5 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Protect PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is requlred. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -IS 1% Traffic Volume Analysis Southbound 1769 53 148 0 1970 Intersection: 13. Jamboree & Easlbluff /Ford 23 Eastbound 742 0 7 0 749 7 0 Existing Traffic Volumes Based on Average Winter/Spring 2007 5 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Existing Regional Projects Projects Projected 1%of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Eastbound 533 0 2 0 535 5 0 Westbound 373 0 6 0 379 4 0 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Northbound 1762 53 107 0 1922 19 3 Southbound 1769 53 148 0 1970 20 23 Eastbound 742 0 7 0 749 7 0 Westbound 522 0 10 0 532 5 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERLQD Northbound 2355 71 169 0 2595 26 22 Southbound 2225 67 123 0 2415 24 4 Eastbound 533 0 2 0 535 5 0 Westbound 373 0 6 0 379 4 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT North Newport Center Planned Community TPO A•16 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis A -17 Intersection: 14. Jamboree & San Joaquin Hills Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD •Northbound 1313 39 76 0 1428 14 0 Southbound 1929 58 163 0 2150 22 23 Eastbound 350 0 0 0 350 4 0 Westbound 182 0 46 0 228 2 3 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1800 54 108 0 1962 20 0 Southbound 2415 72 136 0 2623 26 4 Eastbound 253 0 5 0 258 3 0 Westbound 295 0 83 0 378 4 22 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -17 1% Traffic Volume Analysis A-18 Intersection: 15. Jamboree & Santa Barbara Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak l Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1554 47 57 0 1658 17 5 Southbound 1392 42 127 0 1561 16 0 Eastbound 73 0 6 0 79 1 0 Westbound 146 0 37 0 183 2 1 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1246 37 101 0 1384 14 1 Southbound 2100 63 98 0 2261 23 0 Eastbound 38 0 3 0 41 0 0 Westbound 974 0 25 0 999 10 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume, Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A-18 1% Traffic Volume Analysis Eastbound 3049 91 111 0 3251 Intersection: 16. Jamboree & Coast Hwy 14 Westbound 1252 38 45 0 1335 13 1 Existing Traffic Volumes Based on Average WnlerlSpring 2007 Project AM Traffic Is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required. Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Westbound 2323 70 86 0 2479 25 9 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. AM PEAK PERIOD Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Northbound 488 15 1 0 504 5 0 Southbound 1101 33 123 0 1257 13 1 Eastbound 3049 91 111 0 3251 33 14 Westbound 1252 38 45 0 1335 13 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic Is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 398 12 3 0 413 4 0 Southbound 2060 62 90 0 2212 22 5 Eastbound 2438 73 133 0 2644 26 3 Westbound 2323 70 86 0 2479 25 9 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -19 Southbound 2357 71 53 0 2481 1 %Traffic Volume Analysis 28 Eastbound 504 0 a 0 612 6 0 Intersection: 17. MacArthur & Bison 594 0 19 0 713 7 9 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Existing Traffic Volumes Based on Average Winter /Spring 2007 Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required. Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume 8 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. AM PEAK PERIQD Intersection Capacity Utilization (ICU) Analysis is required. Northbound 2817 85 28 0 2930 29 5 Southbound 2357 71 53 0 2481 25 28 Eastbound 504 0 a 0 612 6 0 Westbound 594 0 19 0 713 7 9 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2829 85 84 0 2998 30 36 Southbound 3252 98 40 0 3390 34 5 Eastbound 597 0 8 0 605 6 0 Westbound 770 0 10 0 780 8 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -20 1% Traffic Volume Analysis Southbound Intersection: 18. MacArthur & Ford /Bonita Canyon 26 37 Eastbound 426 0 4 0 430 Existing Traffic Volumes Based on Average Winter /Spring 2007 Westbound 1775 0 6 0 1781 18 Peak 1 Hour Approved Cumulative Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume 31 36 Southbound 3151 95 39 0 3285 33 7 AM PEAK PERIOD 387 0 3 0 390 4 0 Northbound 2108 63 37 0 2208 22 5 Southbound 2465 74 69 0 2608 26 37 Eastbound 426 0 4 0 430 4 0 Westbound 1775 0 6 0 1781 18 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2877 86 92 0 3055 31 36 Southbound 3151 95 39 0 3285 33 7 Eastbound 387 0 3 0 390 4 0 Westbound 992 0 11 0 1003 10 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -21 1% Traffic Volume Analysis A -22 Intersection: 19. MacArthur & San Joaquin Hills Existing Traffic Volumes Based on Average WnterrSpring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak i Hour Peak i Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1652 50 5 0 1707 17 0 Southbound 2520 76 91 0 2687 27 37 Eastbound 591 0 39 0 630 6 5 Westbound 750 0 3 0 753 8 0 Project AM Traffic Is estimated to be less than 1 % of Projected AM Peak i Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2016 60 21 0 2097 21 0 Southbound 2628 79 47 0 2754 28 7 Eastbound 1062 0 92 0 1154 12 36 Westbound 878 0 3 0 881 9 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be i % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -22 1% Traf0c Volume Analysis A•23 Intersection: 20. MacArthur & San Miguel Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAKP5,RLQD Northbound 1883 56 3 0 1942 19 5 Southbound 1765 53 3 0 1821 18 0 Eastbound 190 0 12 0 202 2 2 Westbound 426 0 8 0 434 4 5 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1376 41 7 0 1424 14 1 Southbound 2017 61 4 0 2082 21 0 Eastbound 1535 0 32 0 1567 16 10 Westbound 478 0 13 0 491 5 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A•23 1 % Traffic Volume Analysis A -24 Intersection: 21. MacArthur & Coast Hwy Existing Traffic Volumes Based on Average WnterfSpring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 908 27 10 0 945 9 1 Eastbound 1842 55 13 0 1910 19 1 Westbound 1986 60 26 0 2072 21 10 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1832 55 3 0 1890 19 5 Eastbound 1864 56 24 0 1944 19 5 Westbound 1929 58 15 0 2002 20 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -24 1% Traffic Volume Analysis Southbound 55 0 1 0 56 Intersection: 22. Santa Cruz & San Joaquin Hills 0 Eastbound 748 0 44 0 792 8 23 Existing Traffic Volumes Based on Average Winter /Spring 2007 5 3 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Eastbound 578 0 26 0 604 6 4 Westbound 586 0 41 0 627 6 22 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Northbound 72 0 31 0 103 1 0 Southbound 55 0 1 0 56 1 0 Eastbound 748 0 44 0 792 8 23 Westbound 495 0 7 0 502 5 3 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 469 0 12 0 481 5 0 Southbound 72 0 1 0 73 1 0 Eastbound 578 0 26 0 604 6 4 Westbound 586 0 41 0 627 6 22 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -25 1% Traffic Volume Analysis A -26 Intersection: 23. Santa Rosa & San Joaquin Hills Existing Traffic Volumes Based on Average WnlerfSpring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 108 0 42 0 150 2 3 Southbound 115 0 0 0 115 1 0 Eastbound 428 0 48 0 476 5 23 Westbound 1032 0 10 0 1042 10 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 567 0 75 0 642 6 22 Southbound 98 0 0 0 98 1 0 Eastbound 729 0 18 0 747 7 4 Westbound 580 0 34 0 614 6 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1°% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -26 1% Traffic Volume Analysis Southbound 485 0 7 0 492 5 5 Eastbound 729 0 1 0 730 Intersection: 24. San Miguel & San Joaquin Hills 0 Westbound 936 0 1 0 937 9 0 Existing Traffic Volumes Based on Average Winter /Sprang 2007 Project AM Traffic is estimated to be 1 Y or greater of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required. Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 322 0 0 0 322 3 1 Southbound 485 0 7 0 492 5 5 Eastbound 729 0 1 0 730 7 0 Westbound 936 0 1 0 937 9 0 Project AM Traffic Is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 Y or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 720 0 18 0 738 7 5 Southbound 423 0 6 0 429 4 1 Eastbound 959 0 0 0 959 10 0 Westbound 1115 0 6 0 1121 11 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO A -27 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 891 0 8 0 899 9 2 Southbound 372 0 46 0 418 4 18 Eastbound 724 0 21 0 745 7 0 Westbound 742 0 16 0 758 8 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1°% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -28 Intersection: 25. Avocado & San Miguel Existing Traffic Volumes Based on Average WnterlSpring 2003 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak l Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 392 0 39 0 431 4 9 Southbound 118 0 6 0 124 1 2 Eastbound 208 0 8 0 216 2 0 Westbound 1089 0 8 0 1097 11 9 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 891 0 8 0 899 9 2 Southbound 372 0 46 0 418 4 18 Eastbound 724 0 21 0 745 7 0 Westbound 742 0 16 0 758 8 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1°% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -28 1 % Traffic Volume Analysis PROJECT: North Newport Center Planned Community TPO A -29 FULL OCCUPANCY YEAR: 2010 Intersection: 26. Balboa /Superior 8 Coast Hwy Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 618 0 13 0 631 6 0 Southbound 479 0 30 0 509 5 0 Eastbound 3468 139 97 0 3704 37 5 Westbound 849 34 42 0 925 9 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 535 0 17 0 552 6 0 Southbound 1138 0 137 0 1275 13 0 Eastbound 1649 66 102 0 1817 18 1 Westbound 2446 98 67 0 2611 26 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO A -29 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1087 33 105 0 1225 12 1 Eastbound 1534 46 83 0 1663 17 1 Westbound 2411 72 26 0 2509 25 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -30 Intersection: 27. Newport & Coast Hwy Existing Traffic Volumes Based on Average WintedSpdng 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 653 20 61 0 734 7 5 Eastbound 2562 77 16 0 2655 27 5 Westbound 1098 33 42 0 1173 12 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1087 33 105 0 1225 12 1 Eastbound 1534 46 83 0 1663 17 1 Westbound 2411 72 26 0 2509 25 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -30 1% Traffic Volume Analysis Eastbound 2392 96 116 0 2604 Intersection: 28. Riverside & Coast Hwy 9 Westbound 1309 52 112 0 1473 15 1 Existing Traffic Volumes Based on Average Winter /Spring 2006 Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required. Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Westbound 2523 101 171 0 2795 28 9 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. AM PEAK PERIOD Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume, Northbound 8 0 0 0 8 0 0 Southbound 401 0 2 0 403 4 0 Eastbound 2392 96 116 0 2604 26 9 Westbound 1309 52 112 0 1473 15 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 47 0 0 0 47 0 0 Southbound 524 0 2 0 526 5 0 Eastbound 1817 73 181 0 2071 21 2 Westbound 2523 101 171 0 2795 28 9 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume, Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO A -31 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis A -32 Intersection: 29. Tustin & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 52 0 0 0 52 1 0 Eastbound 2268 91 121 0 2480 25 9 Westbound 1276 51 112 0 1439 14 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERLQD Northbound 7 0 0 0 7 0 0 Southbound 85 0 0 0 85 1 0 Eastbound 1587 63 184 0 1834 18 2 Westbound 2509 100 172 0 2781 28 9 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -32 1% Traffic Volume Analysis Eastbound 2421 73 116 0 2610 Intersection: 30. Dover /Bayshore & Coast Hwy 9 Westbound 1720 52 121 0 1893 19 2 Existing Traffic Volumes Based on Average Winter /Spring 2007 Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required. Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Westbound 3341 100 167 0 3608 36 14 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. AM PEAK PERIOD Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Northbound 74 0 0 0 74 1 0 Southbound 976 0 29 0 1005 10 5 Eastbound 2421 73 116 0 2610 26 9 Westbound 1720 52 121 0 1893 19 2 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 119 0 0 0 119 1 0 Southbound 1310 0 40 0 1350 14 1 Eastbound 1630 49 210 0 1889 19 2 Westbound 3341 100 167 0 3608 36 14 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -33 1% Traffic Volume Analysis A -34 Intersection: 31. Bayside & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak i Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 446 0 4 0 450 5 0 Southbound 46 0 62 0 108 1 0 Eastbound 3170 127 95 0 3392 34 14 Westbound 1483 59 64 0 1606 16 2 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic Is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 523 0 5 0 528 5 0 Southbound 68 0 100 0 168 2 0 Eastbound 2419 97 101 0 2617 26 3 Westbound 3129 125 84 0 3338 33 14 Project PM Traffic is estimated to be less than 1 %of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -34 1% Traffic Volume Analysis A -35 Intersection: 32, Newport Center & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 128 0 22 0 150 2 1 Eastbound 1905 57 34 0 1996 20 10 Westbound 1447 43 21 0 1511 15 1 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 680 0 37 0 717 7 5 Eastbound 1874 56 31 0 1961 20 2 Westbound 2041 61 40 0 2142 21 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -35 1% Traffic Volume Analysis A -36 Intersection: 33. Avocado & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 305 0 0 0 305 3 0 Southbound 143 0 6 0 149 1 2 Eastbound 1480 59 34 0 1573 16 5 Westbound 1398 56 33 0 1487 15 5 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be i % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 362 0 0 0 362 4 0 Southbound 705 0 39 0 744 7 10 Eastbound 1684 67 19 0 1770 18 1 Westbound 1603 64 15 0 1682 17 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -36 1% Traffic Volume Analysis Southbound 59 0 1 0 60 Intersection: 34. Goldenrod & Coast Hwy 0 Eastbound 1187 47 17 0 1251 13 1 Existing Traffic Volumes Based on Average Winter /Spring 2006 21 9 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Eastbound 1782 71 22 0 1875 19 9 Westbound 1742 70 9 0 1821 18 2 AM PEAK PERIOD Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Northbound 133 0 0 0 133 1 0 Southbound 59 0 1 0 60 1 0 Eastbound 1187 47 17 0 1251 13 1 Westbound 1990 80 25 0 2095 21 9 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 135 0 0 0 135 1 0 Southbound 75 0 0 0 75 1 0 Eastbound 1782 71 22 0 1875 19 9 Westbound 1742 70 9 0 1821 18 2 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -37 1% Traffic Volume Analysis A -38 Intersection: 35. Marguerite & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 249 0 0 0 249 2 0 Southbound 243 0 0 0 243 2 0 Eastbound 1233 49 16 0 1298 13 1 Westbound 1821 73 25 0 1919 19 9 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume, Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 241 0 0 0 241 2 0 Southbound 254 0 0 0 254 3 0 Eastbound 1799 72 22 0 1893 19 9 Westbound 1460 58 9 0 1527 15 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -38 1% Traffic Volume Analysis Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -39 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Intersection: 36. Newport Center & Santa Barbara Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Existing Traffic Volumes Based on Average Winter /Spring 2007 PM PEAK PERIOD Peak 1 Hour Approved Cumulative Northbound 291 0 7 0 298 3 Existing Regional Projects Projects Projected 1°/ of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 223 0 2 0 225 2 0 Southbound 126 0 1 0 127 1 1 Eastbound 227 0 14 0 241 2 5 Westbound 13 0 2 0 15 0 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -39 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 291 0 7 0 298 3 0 Southbound 289 0 3 0 292 3 5 Eastbound 267 0 16 0 283 3 1 Westbound 91 0 9 0 100 1 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -39 1% Traffic Volume Analysis Eastbound 117 0 0 0 117 1 5 Westbound 181 0 0 0 181 2 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 274 0 7 0 281 Intersection: 37. Santa Cruz & Newport Center 0 Southbound 255 0 7 0 262 3 0 Existing Traffic Volumes Based on Average Winter /Spring 2007 2 1 Westbound 299 0 0 0 299 Peak 1 Hour Approved Cumulative 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 69 0 1 0 70 1 0 Southbound 166 0 2 0 168 2 0 Eastbound 117 0 0 0 117 1 5 Westbound 181 0 0 0 181 2 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 274 0 7 0 281 3 0 Southbound 255 0 7 0 262 3 0 Eastbound 235 0 0 0 235 2 1 Westbound 299 0 0 0 299 3 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT. North Newport Center Planned Community TPO A -40 FULL OCCUPANCY YEAR: 2010 1 % Traffic Volume Analysis A -41 Intersection: 38. Newport Center & Santa Rosa Existing Traffic Volumes Based on Average Winter /Spring 2003 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 122 0 5 0 127 1 1 Southbound 313 0 24 0 337 3 5 Eastbound 85 0 0 0 85 1 5 Westbound 274 0 0 0 274 3 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic Is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOA Northbound 278 0 21 0 299 3 5 Southbound 392 0 12 0 404 4 1 Eastbound 214 0 0 0 214 2 1 Westbound 298 0 0 0 298 3 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO FULL OCCUPANCY YEAR: 2010 A -41 I% Traffic Volume Analysis PROJECT: North Newport Center Planned Community TPO A -42 FULL OCCUPANCY YEAR! 2010 Intersection: 39. Newport Center & San Miguel Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERLOG Northbound 322 0 2 0 324 3 0 Southbound 130 0 14 0 144 1 0 Eastbound 69 0 2 0 71 1 1 Westbound 377 0 3 0 380 4 5 Project AM Traffic Is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 376 0 8 0 384 4 0 Southbound 388 0 0 0 388 4 0 Eastbound 390 0 13 0 403 4 5 Westbound 685 0 11 0 696 7 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO A -42 FULL OCCUPANCY YEAR! 2010 1% Traffic Volume Analysis Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 431 0 7 0 438 4 1 Southbound 156 0 7 0 163 2 0 Eastbound 342 0 0 0 342 3 0 Westbound 511 0 0 0 511 5 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume, Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO A -43 FULL OCCUPANCY YEAR: 2010 Intersection: 40. Newport Center /Fashion Island & Newport Center Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 501 0 2 0 503 5 5 Southbound 15 0 1 0 16 0 0 Eastbound 229 0 0 0 229 2 0 Westbound 121 0 8 0 129 1 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 431 0 7 0 438 4 1 Southbound 156 0 7 0 163 2 0 Eastbound 342 0 0 0 342 3 0 Westbound 511 0 0 0 511 5 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume, Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center Planned Community TPO A -43 FULL OCCUPANCY YEAR: 2010 3. MacArthur 6 Von Kaman Existing TOTAL CAPACITY UTILIZATION .316 .139 Existing +Growth +Approved +Project Projects AM Ph; K'3R PM Pit FOUR .AM PK LANE, CAP.ACI °Y VOL V/C VOL V/C [133 _ 1600 i29 .081 71 .044" tvET .081 4800 974 .203' 788 .164 09R f 854 800 NBR 155 801 583 155 1600 36 .023- 34 .021 SBT 3 4800 394 .082 962 .200* SBR f 1014 197 SBP, 101 197 E8; I 1600 35 .022 137 .086 EBT 2 3200 84 .026' 222 .069* E6P. f 222 36 ERR 281 36 WBL 1 1600 102 .064* 682 .426* W 81 2 3200 184 .058 152 .048 W 8 R f 152 16 WBR 65 16 TOTAL CAPACITY UTILIZATION .316 .139 Existing +Growth +Approved +Project Projects AM PX .AM PK FOUR PM PK HOUR LANES LANw :APAC I'CY VCL V/C VOL V/C NBL 1 1600 129 .081 71 .044' NBT 3 480C 1C4, .214` 854 .178 NBR = 801 801 155 155 SBL SAL I i600 36 .023` 34 .021 SB" 3 4800 444 .093 1014 .211' SBP, _ 197 19" 101 101 EBL EBL 1 :600 35 .022 137 .086 EP, 2 3200 84 .026` 222 .069* ERR 36 36 281 281 WBL r78L T :620 102 .064* 682 .426* WBT 2 3200 184 .058 152 .048 WBR 16 16 65 65 Existing +Ambient Growth +Approved Projects AM PX HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 129 .OBI 71 .044' NBT 3 4800 1026 .214' 845 .176 NBR f 801 155 SBL 1 1600 36 .023* 34 .021 SET 3 4800 435 .091 1012 .211' SBR f 197 101 EBL 1 1600 35 .022 13; .086 EBT 2 3200 84 .026* 222 .069* EBR f 36 281 WBL 1 1600 102 .064* 682 .4261 WBT 2 3200 184 .058 152 .048 WBR f 16 65 TOTAL CAPACITY UTILIZATION .321 .150 Existing +Growth +Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 129 .081 71 .044' NBT: 3 4800 1176 .245* 946 .197 NBR f 819 179 SBL 1 1600 36 .023' 34 .021 SBT 3 4800 493 .103 1167 .243* SBR f 197 101 EBL 1 1600 35 .022 137 .086 EBT 2 3200 84 .026* 222 .069* EBR f 36 281 WBL 1 1600 127 .079' 703 .439* WBT 2 3200 184 .058 152 .048 WBR f 16 65 TOTAL CAPACITY UTILIZATION .321 .150 TOTAL CAPACITY UTILIZATION .313 .795 A -44 3. MacArthur 6 Von Kaman Existing +Growth +Approved +Cumulative +Project .Rid PK NOUR PM PK HOUR LA @:ES CAPACITY 'JOL V/C VOL V/C NIL 1 :00l, 129 .081 71 .044' NET 4800 11'v .2454 955 .199 NRS ? 819 179 SRL 1 1600 36 .023` 34 .021 SDI i 1580 502 .105 1169 .244' SR3 t 197 101 FIL - i 00 35 .022 137 .086 e3° 2 3300 84 .'26' 222 .069' HR _ 36 281 V.5; 1600 12? .019' 703 .439' 44P ?'P 3200 134 .058 152 .048 V,RR. I 16 65 TOTAL CAPACITY UTILIZATION .373 .196 A -45 6. MacArthur b Jamboree Existing AN PK HOUR PM PK HOUR -FNES CAPACITY 'VOL V/C VOL 'J /C N8; 2 3200 214 .06% 250 .078' NBT 3 4800 1689 .352* 539 .112 NBR 1 1600 482 .301 333 .206 585 2 3200 85 .0274 208 .065 SBT 4800 3 04 .063 1479 .306* SBR. 9' 256 EBL 2 3209 .2 .135 199 .062 EB' 3 4500 989 .206' 864 .IBO* EBR = 215 51 WBL 2 3200 313 .0384 612 .191' WBT 3 4802 632 .i32 1026 .214 WBR = 183 103 TOTAL CAPACITY UTILIZATION .683 .757 Existing +Growth +Approved +Project AM PK AOCR PH PK HOUR LANES CAPACI "Y ''VOL V/C VOL V/C N51- 2 3200 214 .067 250 .07B* NBT 3 4800 :15B .3661 589 .123 NBR. i 1600 483 .302 333 .206 SBA 2 3200 B6 .027` 286 .068 SBT 3 4800 348 .073 1539 .321* SBR f IF 266 EBL 2 3:00 ":43 .138 208 .065 EBT 3 4500 _050 .219' 964 .2014 EBN. f 215 51 11116_ 2 3200 313 .098' 613 .1924 WBT 3 4800 725 .151 1099 .229 WBR. f 192 105 Existinq+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 214 .067 250 .078* NBT 3 4800 1757 .366' 580 121 NBR 1 1600 483 .302 333 .208 SBL 2 3200 86 .027* 216 .068 SET 3 4600 339 .071 1537 .320* 58R f 107 266 EBL 2 3200 443 .138 208 .065 EBT 3 4800 1049 .219* 955 .199* EBR f 215 51 WBL 2 3200 313 .0984 613 .192* WBT 3 4800 716 .149 1097 .229 WBR f 192 105 TOTAL CAPACITY UTILIZATION .710 .789 Existing+Growth +Approved +Cmlative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 214 .067 250 .078* NBT 3 4800 1905 .397* 694 .145 NBR 1 1600 501 .313 357 .223 SBL 2 3200 86 .027* 216 .068 SBT 3 4800 415 .086 1695 .353* SBR f 113 284 EBL 2 3200 462 .144 219 .068 EBT 3 4600 1204 .251* 1050 .2194 EBR f 215 51 WBL 2 3200 338 .106* 634 .198* WBT 3 4800 762 .159 1255 .261 WBR f 192 105 TOTAL CAPACITY UTILIZATION .710 .792 TOTAL CAPACITY UTILIZATION .781 .646 A•46 6. MacArthur 6 Jamboree Existing +Growth +Approved +Cumulative +Project AM PK HOUR FM PK HOUR LANES °A.PACITY VOL V/C VOL V/C N8L E MO. 211 .067 250 .0;8' Y.?T 3 4300 1906 .397' 703 .14E N?R '60f; 501 .313 357 .223 SK 2 3200 86 .027' 216 .068 S °T 3 4300 424 .086 1691 .354* S3P, f i13 284 E?L 2 3200 462 .144 219 .068 E3T 3 4900 1205 .251' 1059 .221' E3n f 215 51 'A3L 2 3200 339 .106° 634 .19B' sB00 -'1 .161 1251 .262 Vu3P. :92 105 TOTAL CAPACITY UTILIZATION .781 .851 A -47 9. Jamboree & Bristol South (EE) Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C 2L 2 0 0 0 NE° 8000 212% .273' 1843 .245 NBA. 0 60 115 SBL 0 0 SB` 3 4000 675 .141 1241 .259' SBk 0 0 0 ESC ..5 1229 .384' 973 (.4141' ES' 1.5 ?kAC 434 .2;1 1015 .414 EBR 2 ±200 1168 .365 1285 .402 WE, 0 0 WET G 0 0 WBR C C 0 0 TOTAL CAPACITY UTILIZATION .651 .613 Existing +Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CA- nCIT'' VOL V/C VOL V/C N3L 0 0 0 0 NET 5 2323 .299' 2012 .273 NB 's C 0 60 115 53L 0 0 0 0 S3T 3 4900 '74 .161 1343 .280' 2R 0 0 0 0 '233 .365' 995 (.424)' ESC :.5 -1300 447 .279 1041 .424 E3R. 2 3200 1'9 .400 1403 .43B W31 0 0 1 0 WBT 0 0 C 0 RR. 0 0 Right Tcrn A.djustmer�t EBR .014' TOTAL CAPACITY UTILIZATION .684 .118 A -48 Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 5 8000 2327 .298' 2063 .272 NBR 0 0 60 115 SBL 0 0 0 0 SBT 3 4800 765 .159 1341 .279' SBR 0 0 0 0 EBL 1.5 1233 .385' 995 (.4241' EBT 1.5 4800 447 .279 1041 .424 EBR 2 3200 1265 .395 1400 .438 NBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment EBR .014' TOTAL CAPACITY UTILIZATION .683 .111 Existing +Growth+Approved+Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 5 B000 2500 .320" 2170 .286 NBR 0 0 60 115 SBL 0 0 0 0 SET 3 4800 816 .170 1518 .316' SBR 0 0 0 0 EEL 1.5 1233 .385' 995 (.424)' EBT 1.5 4800 447 .279 1041 .424 EBR 2 3200 1265 .395 1400 .438 WEE 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment EBR .014' TOTAL CAPACITY UTILIZATION .705 .754 9. Jamboree 6 Bristol South (EB) Existing+ Growth +Approved +Cumulative +Project AM PK HOCR PH PK HOUR LANES CAFACITY VOL 6/C VOL V/C HE G 0 0 0 NST 5 3000 2501 .320' 2119 .287 N5fi 0 0 EG 115 0 0 0 0 ?BT 3 4800 825 .172 1520 .317" 8R 0 0 0 0 E8; i.5 1233 .385' 995 1.4241' EBT 1.5 4800 447 ,279 1041 .424 ERA _ 3200 12?9 .400 1403 .438 1n'8; 1 0 0 0 148, 1 0 0 0 'A8R .. it 0 0 k_ght Tu r.. rU;•: =. t:r ?n;. E3F. .014' TOTAL CAPACITY UTILIZATION .705 .155 A -49 10. Jamboree 6 Bayview Existing Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .074* 57 .036 NET 4 6400 1837 .296 1746 .281* HER 0 0 56 51 SBL 1 1600 79 .049 191 .119' SET 4 6400 1750 .273' 2194 .343 SBR 1 1600 269 .166 81 .051 EEL 2 3200 34 .011 162 .051* EBT 1 1600 12 .008* 11 .007 EBR 1 1600 42 .026 226 .141 WBL 1 1600 17 .011' 37 .023 WET 1 1600 4 .003 3 .002* WBR 1 1600 79 .049 130 .081 Right Turn Adjustment WBR .003' EBR .068* TOTAL CAPACITY UTILIZATION .356 .508 TOTAL CAPACITY UTILIZATION .369 .521 Existing +Growth +Approved +Project A'4 PK HOUR PM PK HOUR AYES CAP.ACIT'Y VOL V/C VOL V/C NBL i :600 1'9 .074' 57 .036 NET 4 611C 1890 .296 1768 .284* NEP C 1 56 51 SBL 1 1000 79 .049 191 .1191 SET 4 bS 00 1'73 .2;7' 2198 .343 ScR 1 1500 269 .168 8'_ .051 EEL 2 3200 34 .011 162 .051* FT - 16G0 12 .000* 11 .007 EER 1600 42 .926 226 .141 W >; 1600 11 .011* 37 .023 W3T : i800 4 .003 3 .002* W3F. 1600 79 .049 130 .081 Sight TUrn Adjustment EBR .066' Existing +Growth +Approved+C=ulative AM F3 HOUR PM PK HOUR HOUR 1P.`1E5 rA ?A.CITY 'oOL 'd /C VOL V/C NBL 1 :6110 1:9 .074 57 .036 NET 4 B =;G 1%50 .284' 1650 .266* MER 0 0 56 0 5I 56 S3L 1 1600 '9 .049* 191 .119' SBT 4 6400 1659 .259 2111 .330 SK 2311 1600 269 .168 81 .051 EBL 2 3200 34 .911 162 .051* EBT _ 1600 12 .008* it .007 EBR _ 1600 42 .026 226 .141 .026 226 1600 17 .011_' 37 .023 WBT _ 1600 4 .003 3 .002* WBR _ :600 19 .049 130 .081 Right Tutu Adjustment Wi R ,004' EBR .070' Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .074* 57 .036 NET 4 6400 1837 .296 1746 .281* HER 0 0 56 51 SBL 1 1600 79 .049 191 .119' SET 4 6400 1750 .273' 2194 .343 SBR 1 1600 269 .166 81 .051 EEL 2 3200 34 .011 162 .051* EBT 1 1600 12 .008* 11 .007 EBR 1 1600 42 .026 226 .141 WBL 1 1600 17 .011' 37 .023 WET 1 1600 4 .003 3 .002* WBR 1 1600 79 .049 130 .081 Right Turn Adjustment WBR .003' EBR .068* TOTAL CAPACITY UTILIZATION .356 .508 TOTAL CAPACITY UTILIZATION .369 .521 Existing +Growth +Approved +Project A'4 PK HOUR PM PK HOUR AYES CAP.ACIT'Y VOL V/C VOL V/C NBL i :600 1'9 .074' 57 .036 NET 4 611C 1890 .296 1768 .284* NEP C 1 56 51 SBL 1 1000 79 .049 191 .1191 SET 4 bS 00 1'73 .2;7' 2198 .343 ScR 1 1500 269 .168 8'_ .051 EEL 2 3200 34 .011 162 .051* FT - 16G0 12 .000* 11 .007 EER 1600 42 .926 226 .141 W >; 1600 11 .011* 37 .023 W3T : i800 4 .003 3 .002* W3F. 1600 79 .049 130 .081 Sight TUrn Adjustment EBR .066' Existing +Growth +Approved+C=ulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .074 51 .036 NET 4 6400 2010 .323* 1053 .298* HER 0 0 56 51 SBL 1 1600 79 .049* 191 .119* SET 4 64CO 1801 .281 2311 .310 SBR 1 1600 269 .166 81 .051 EEL 2 3200 34 .011 162 .051* EST 1 1600 12 .008' 11 .007 EBR 1 1600 42 .026 226 .141 WBL 1 1600 17 .011* 37 .023 WET 1 1600 4 .003 3 .002* WBR 1 1600 79 .049 130 .081 Right Turn Adjustment WBR .004* EBR .076* TOTAL CAPACITY UTILIZATION .370 .522 TOTAL CAPACITY UTILIZATION .395 .566 A -50 10. Jamboree 5 Bayview Existing +Growth +Approved +Cumulative +Project AM PK HOUR I'M PR HOUR L.A3ES CAPACITY "Cl, ' V/C VOL V/C NIL _ 16 6 :19 .074 5% .036 NET 4 1110 2013 .323' 1875 .3014 NIR U 0 56 5I SPL _ 1660 '9 .049' 191 .119` S37 4 6400 1825 .285 2375 .371 San 1E60 269 .166 81 .051 Er 2 3200 34 .911 162 .0514 CRT 1600 12 .008' 11 .007 bfiR _ '600 42 .026 226 .141 NIA i 1600 1' .011' 37 .023 NIT 1 '600 4 .003 3 .002' WBR 1 1600 79 .049 130 .081 Right Turn Adjustnen! 4PIR .004' EBR .074' TOTAL CAPACITY UTILIZATION .395 .547 A -51 11. Jamboree 6 University Existing TOTAL CAPACITY UTILIZATION .514 .593 Existing +Growth +Approved +Project AM P8 4CU3 PM PK HOUR LASES CAPACITY VOL V/C VOL V/C NFL 1 '601 '1 .044' 38 .024' NET 3 420C 1591 .331 1603 .334 NBR 1 :60C• 195 .122 262 .164 SBL 2 3220 61 .019 157 .049 SBT 3 4310 1509 .314' 2076 .4331 SBA. :801• 313 .196 426 .266 DL 11.5 393 223 FIT 0.5 3200 1109 .15?' 102 .102' E5 I 33 26 W5L 296 225 14K ..5 6800 159 .095' 129 .074' WER f 1699 95 Noce: Assumes E/W Split ?hasing Existing +Ambient Growth+Appruved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 71 .044' 36 .024' NBT 3 4800 1588 .331 1581 .329 NBR 1 1600 195 .122 262 .164 SBL 2 3200 61 .019 157 .049 SBT 3 4800 1486 .310' 2072 .432" SIR 1 1600 313 .196 426 .266 EBL 1.5 393 223 EBT 0.5 3200 109 .157' 102 .102' EBR f 33 26 WBL 1.5 296 225 WET 1.5 4800 159 .095' 129 .074` WBR f 169 95 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .606 .632 Existing +Growth +Approved+C=lative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 7l .044 36 .024' NBT 3 4800 1761 .367' 1688 .352 NBR 1 11600 270 .169 310 .194 SBL 2 3200 61 .019* 157 .049 SBT 3 4800 1537 .320 2249 .469' SBR 1 1600 313 .196 426 .266 EBL 1.5 393 223 FIT 0.5 3200 109 .151' 102 .102+ EBB. f 33 26 WBL 1.5 318 .099 305 .095` WBT 1.5 4800 159 .999' 129 .081 WBR f 169 95 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .610 .633 TOTAL CAPACITY UTILIZATION .642 .690 A -52 All fK HOUR PM PK HOUR LASES CAPACITY VOL V/C VOL V/C NBL 1 1690 1 .044 38 .024' NBT 3 48u0 1457 .304' 1386 .289 NBR 1 11600 '90 .119 254 .159 SBL 2 3200 61 .019' 155 .048 SK 3 4900 1295 .270 1896 .395' SER. _ 1600 313 .196 426 .266 5L ..5 393 223 EoT 0.5 3200 1 -B .157 102 .102' FIR f 33 26 4G, :.5 295 216 WET 1. _` 4800 15B .094' 129 .072" WBR f 165 93 So :e: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .514 .593 Existing +Growth +Approved +Project AM P8 4CU3 PM PK HOUR LASES CAPACITY VOL V/C VOL V/C NFL 1 '601 '1 .044' 38 .024' NET 3 420C 1591 .331 1603 .334 NBR 1 :60C• 195 .122 262 .164 SBL 2 3220 61 .019 157 .049 SBT 3 4310 1509 .314' 2076 .4331 SBA. :801• 313 .196 426 .266 DL 11.5 393 223 FIT 0.5 3200 1109 .15?' 102 .102' E5 I 33 26 W5L 296 225 14K ..5 6800 159 .095' 129 .074' WER f 1699 95 Noce: Assumes E/W Split ?hasing Existing +Ambient Growth+Appruved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 71 .044' 36 .024' NBT 3 4800 1588 .331 1581 .329 NBR 1 1600 195 .122 262 .164 SBL 2 3200 61 .019 157 .049 SBT 3 4800 1486 .310' 2072 .432" SIR 1 1600 313 .196 426 .266 EBL 1.5 393 223 EBT 0.5 3200 109 .157' 102 .102' EBR f 33 26 WBL 1.5 296 225 WET 1.5 4800 159 .095' 129 .074` WBR f 169 95 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .606 .632 Existing +Growth +Approved+C=lative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 7l .044 36 .024' NBT 3 4800 1761 .367' 1688 .352 NBR 1 11600 270 .169 310 .194 SBL 2 3200 61 .019* 157 .049 SBT 3 4800 1537 .320 2249 .469' SBR 1 1600 313 .196 426 .266 EBL 1.5 393 223 FIT 0.5 3200 109 .151' 102 .102+ EBB. f 33 26 WBL 1.5 318 .099 305 .095` WBT 1.5 4800 159 .999' 129 .081 WBR f 169 95 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .610 .633 TOTAL CAPACITY UTILIZATION .642 .690 A -52 11. 1ambOzee 6 University Existing +Growth +Approved +Cumulative +Project ..M PK FOUR PM PK HOJR LANES CA.PACIT'Y '✓OL 'J /C VOL V/C RE, _ 1501 '- .044 38 .024' 0B' _ 4801, 1'64 .3681 1710 .356 OR 1 _601, 210 .169 310 .194 SEL 2 3200 61 . .019' 15i .049 SET 3 480C 1560 .325 2253 .469' SEP 1 :600 313 .196 426 .266 EEL 1.5 393 223 EET 0.5 3200 109 .151' 102 .102' EER f 33 26 WEL 1.5 318 .099 305 .095' WET 1.5 4800 _59 .099' 129 .081 WER f 69 95 Nccs: F.ssumes E/W Snl't Phasin0 TOTAL CAPACITY UTILIZATION .643 .690 A -53 12. Jamboree b Bison Existing ANES CAP.AC:'3• L 7 0 NST 3 4800 NBR a r SBL 2 3200 SBT 4800 SEA 1600 EBT i 1600 Ear o EBR _ WRL 2 3200 WBT C a WBR 2 3209 Right Puen Adjustment AM PK HOUR PM PK HOUR In V/C VOL V/C 0 0 1346 .322' 1669 .376' 201 138 i36 .061' 181 .05714 1601 .334 2093 .417 196 ,123 11B .074 116 •0134 67 .042 0 0 71 35 144 .045 273 385" 0 0 115 .055 191 360 WBR .0094 TOTAL CAPACITY UTILIZATION .465 .518 Existinq +Growth+Approved +Project AM Pr. HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 3 4300 1475 .3504 1891 .424' NBR 0 0 20' 143 SBL 2 32CO 199 .0624 193 .0601 S3T 3 4800 '815 .378 21 -)9 .454 SBR : 16W 196 .123 lib .914 En : 1600 116 .013' 61 .042 E3T c N 0 E3R. i 1 35 W3; 1 3200 145 .045 279 .087+ {v ST J 0 0 WBR 2 3200 176 .055 192 .060 Right Turn A.c3ustment WBR .008' Existing +Ambient Growth+Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 14BT 3 4800 1472 .350+ 1869 .419` 14BR 0 0 201 143 SBL 2 3200 199 .062' 193 .060* SBT 3 4800 1792 .373 2175 .453 SBR 1 1600 196 .123 11B .014 EBL 1 1600 116 .073' 67 .042 EBT 0 0 0 0 EBR f 71 35 WBL 2 3200 145 .045 279 3874 WBT 0 0 0 0 WBR 2 3200 17G .055 192 360 Right Turn Adjustment WBR .008' TOTAL CAPACITY UTILIZATION .493 .566 Existing +Growth+Approved +Cumulative AN PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 3 4800 1684 .394* 2001 .447' NBR 0 0 207 143 SBL 2 3200 210 .066' 230 .0724 SBT 3 4900 1854 .386 2395 .499 SBR 1 1600 196 .123 118 .974 EBL 1 1600 116 .013* 67 .042 EBT 0 a a a EBR f 71 35 WBL 2 3200 145 .045 279 .087' WBT 0 0 0 a WBR 2 3200 213 .067 215 .067 Right Turn Adjustment WBR .011+ TOTAL CAPACITY UTILIZATION .493 .511 TOTAL CAPACITY UTILIZATION .550 .606 A -54 12. Jamboree 6 Bison Existing+ Growth +Approved+Cumulative+Project AP[ PR HOUR PH PK HOUR LANES CA.PACIT'Y V07 V/C VOL V/C I'DL 0 0 0 NB: ? 4800 168, .395' 2023 .451} OPP 9 201 143 SAL 2 3200 210 .066" 230 .072' SBT = 4800 1817 .391 2399 .500 SBfl 1 :690 196 .123 118 .074 EEL 1 'ECG 1'.6 .073' 67 .042 EDT 0 0 0 0 E23 I "1 35 WDL 2 3210 145 .045 279 .087' W_a,T ii 0 0 0 W3R 2 33200 213 ..CE 215 .067 ?i:;hr. Tors. F.c ;u:`mzr.t WDR .0171 TOTAL CAPACITY UTILIZATION .551 .610 A -55 13. Jamboree 6 Ford Existing Ail P3 HOUR PM PK HOUR S.4 ":ES CAPACITYY 'VIOL 'J /C VOL V/C NBL 2 3200 364 .114* 362 .113* NBT 3 4300 1300 .2 °,1 1785 .415 NSA 0 0 98 208 SK _ '.600 61 .038 44 .028 SK 3 4800 '341 .321' 2132 .449* 1 BP. _ 1600 167 .104 49 .031 ES, 1S 232 66 .041 2ST l.5 4800 239 .098- 212 .066* cSF, f 271 255 4ti'B� i.S 131 .082 181 BP 1.5 4800 358 .112' 151, .070' 'ASR 1 1600 33 .021 35 .022 .Note: Assumes E /i4 split Phasing TOTAL CAPACITY UTILIZATION .645 .693 Existing +Growth +Approved +Project AM P3 HOUR P14 PK HOUR LANES CAVK IT't 'JCL V/C VOL V/C 2 320( 368 .114' 365 .114' NIT 3 4800 1994 .322 2022 .466 NO3 C 0 101 213 S3L _ 1600 61 .038 44 .028 SBT 3 6800 _757 .366* 2323 .484' SSR 1600 168 .105 49 .031 ES, ?.5 233 66 .041 EST 1.5 4800 244 ,099* 212 .066* EBR f 27.3 257 615 '.5 132 .063 187, 'AST i.E 4800 3E8 .115' 157 .072" WBR - :60o 33 .021 35 .022 ':oce: Assumes E /4i Split Phasing TOTAL CAPACITY UTILIZATION .694 .136 A -56 Existing +Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 366 .114* 365 .114' NBT 3 4800 1441 .321 2000 .461 HER 0 0 101 213 SBL 1 1600 61 .038 44 .028 SET 3 4800 1734 .361* 2319 .483* SBR 1 1600 168 .105 49 .031 EEL 1.5 233 66 .041 EST 1.5 4800 244 .099* 212 .066* EBR f 273 257 WBL 1.5 132 .083 187 WET 1.5 4800 368 .115* 157 .072* WBR 1 1600 33 .021 35 .022 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION ,689 .135 Existing+Growth +Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 375 .117* 370 .116' NBT 3 4800 1631 .364 2119 .495 NBA 0 0 114 257 SBL 1 1600 67 .042 66 .041 SET 3 4800 1790 .373' 2517 .524* SSR 1 1600 168 .105 49 .031 EEL 1.5 233 66 .041 EST 1.5 4800 259 .103* 266 .083' EBR f 276 266 WBL 1.5 176 .110 212 WBT 1.5 4800 419 .131' 190 .084* WBR 1 1600 55 .034 48 .030 Noce: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .724 .887 13. Jamboree 6 Ford Existing +Growth +Approved +Cumulative +Project AM P3 HOUR PM PK HOUR EA. >:ES CAPACITY VOL 'V /C VOL V/C NBL 2 32,0 3,5 .117' 370 .116' NET 5 43,C 1634 .364 2141 .500 t3 ?. C. 1!4 25� SHL '690 6' .042 66 .041 5'T 3 4300 1843 .3;8' 2521 .525` San 1600 .68 .105 49 .031 E1L :.5 233 66 .041 EBT .8 41800 259 .103' 266 .083' 55R ? 276 266 10, '..5 176 .110 212 WoT i.5 4800 415 .131' 190 .084` BR 1 1600 55 .034 48 .030 .(o-.e: Assume= E14i Split phasing TOTAL CAPACITY UTILIZATION .729 .808 A -57 14. Jamboree d San Joaquin Hills Existing AM PK HOUR PH PK HOUR 1,ANE5 CAPAC'TY SOL V/C VOL V/C 5EL 1 1600 41 .026 67 .042 NBT 3 4800 1143 .238' 1596 .333* SBR f 129 135 SBL 2 3200 665 .208' 443 .138* SK 3 4E00 12e1 .256 1855 .366 BR = 117. ELL 1.5 258 .081' 162 .051* ELS I.. 4500 33 .021 34 .G21 EPP f 5'9 57 441. 1.5 128 .0 ":0* 189 .059* 1.'B' 1.5 480,' 12 .008 39 .024 WLR i. _6130 42 .026 67 .042 Note: Assumes E/W Split Phasing Existing +Ambient Growth +Approved Projects AM PK HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 41 .026 68 .043 NET 3 4800 1249 .260* 1745 .364* NBR f 133 143 SBL 2 3200 710 .222' 488 .153' SET 3 4800 1363 .288 2002 .417 SBR f 37 117 EEL 1.5 258 .081* 163 .051* EBT 1.5 4800 33 .021 30 .024 EBR f 59 57 WBL 1.5 138 .043' 197 .062* WBT 1.5 4800 12 .008 39 .024 WBR 1 1600 78 .049 141 .088 Note: Assmes E/W Split Phasing TOTAL CAPACITY UTILIZATION .561 .581 TOTAL CAPACITY UTILIZATION .606 .630 Existing +Growth+Approved +Project AM PK HOGR PM PK HOUR LANES CAPACITY ''VOL V/C 'VOL V/C NBS _ 1600 el .026 68 .043 NLT 3 4800 249 .260' 1745 .364' NBR 1 133 143 SRI 2 3200 333 .229* 492 .154* voT 3 4800 _383 .288 2002 .417 SBR 37 il. SB;, t.5 258 .061- '63 .051' SET i.5 4800 33 .021 38 A24 EBR f 59 57 W87, 1.`- 138 .043* 197 .062' WBT. 1.5 4E 00 li .008 39 A24 'WBR 1 1600 81 .051 163 .102 Nose: Ass.imes E1W Split Phasing TOTAL CAPACITY UTILIZATION .613 .631 A -58 Existing +Growth+Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 41 .026 68 .043 NBT 3 4800 1427 .297* 1693 .394* NBR f 133 143 SBL 2 3200 719 .225* 526 .164* SST 3 4800 1477 .308 2196 .458 SBR f 37 117 EBL 1.5 258 .081* 163 .051* EST 1.5 4600 33 .021 38 .024 EBR f 59 57 WBL 1.5 138 .043* 197 .062* WBT 1.5 4800 12 .008 39 .024 WBR 1 1600 112 .070 161 .101 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .646 .611 14. Jamboree 6 San Joaquin dills Existing +Growth +Approved +Cumulative +Project AN PK HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/c N'n:, _ 1600 Q .026 68 .043 NOT 3 5800 1427 .295• 1893 .394' tiSR f 133 143 351 2 3200 -42 .2324 530 .1664 35T 3 48011 14 ?7 .308 2196 .458 SBR. f 3? ill EBL 1.5 258 .081* 163 .051* EBT 1.5 4 H 33 .021 38 .024 EBR f 59 Si NBL I.S 13E .0434 197 .062" NB" 1.S 4800 12 .008 39 .024 t9BR _ 160C 115 .072 103 .114 Ncte: Assumes El"N Spli; Phasing TOTAL CAPACITY UTILIZATION .653 .673 A -59 17. MacArthur 6 Bison Existing AM PK HOUR AM PK HOUR PM PK HOUR CAPACITY LA6E5 �?.PAC?T't 'JCL V/C VOL V/C NIL 2 3200 :97 .062 192 .060' N37 2565 6400 2466 .385' 2454 .383 NBR f 154 183 ? SK _ 3200 '6 .C24' 224 .07C SET 4 6400 2018 .315 2707 .423' SBR 265 1600 263 .164 321 .201 ESL 2 3200 224 .0iO 192 .060 PET 2 3200 218 .068' 191 .060* EBR f 162 214 2 WBL 2 -1200 383 .:20* 363 .113' WBT 2 3200 217 .069 266 .083 WBR I 1600 94 .059 141 .088 Existing+Adient Growth+Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 198 .062 196 .061` NBT 4 6400 2561 .400' 2591 .405 HER f 160 201 SBL 2 3200 76 .024* 224 .010 SST 4 6400 2130 .333 2811 .440' SBR 1 1600 265 .166 331 .207 EEL 2 3200 226 .071 196 .061 EBT 2 3200 224 .070* 193 .060' EBR f 163 215 WBL 2 3200 400 .125* 368 .115* WBT. 2 3200 219 .068 271 .085 WEE 1 1600 95 .059 141 .088 TOTAL CAPACITY UTILIZATION .591 .656 TOTAL CAPACITY UTILIZATION .619 .616 Existing +Growth+Approved +Project AM PK HOUR PM PK HOUR BANES CAPACITY 'VOL ViC VOL V/C 2 KOO 198 .062 196 .061* 6400 2565 .401* 2618 .409 SS ?. - 161 210 SBL ? 3209 76 .024' 224 .070 SBT 4 0400 2158 .337 2822 .441' SEP - :600 265 .166 331 .207 EEL 2 3200 226 .031 196 .061 CET 3200 224 .070' 193 .060* EB.', f 163 215 WEL 2 321"0 409 .1Z8* 370 .116' WET 2 32(10 2:9 .068 271 .085 W2R 1 1609 95 H9 14? .088 TOTAL CAPACITY UTILIZATION .623 .678 A -60 Existing +Growth +Approved+Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 198 .062 196 .061* NBT 4 6400 2712 .424* 2684 .419 NBR f 160 201 SBL 2 3200 80 .025* 239 .075 SET 4 6400 2175 .340 2912 .464* SBR 1 1600 265 .166 331 .201 EEL 2 3200 226 .011 196 .061 EST 2 3200 235 .073* 230 .012* HER f 163 215 WBL 2 3200 400 .125* 368 .115* WET 2 3200 256 .080 294 .092 WBR 1 1600 110 .069 150 .094 TOTAL CAPACITY UTILIZATION .647 112 17, MacArthur 6 Bison Existing+ Growth +Approved +Cusmlativ +Project A9 PK HOUR PM PK HOUR LAVES CAPACITY VOL V/C VOL V/C NEL 2 320C 198 .062 196 .061' NET 4 640C 2716 .424' 2711 .424 HER f 161 210 SEL 2 5206 80 .025' 239 .075 SET 4 64% 2203 .344 29 77 .465* SKI 1 :6CG 263 .166 331 .207 EEL 2 3200 226 .071 196 .061 HET 2 32CG 235 .073' 230 .072' E8R f '63 215 1431. 2 3200 409 .125' 370 .116' Ni3T 2 3_'00 2256 .980 294 .092 NiEk 1600 :1C .069 150 .094 TOTAL CAPACITY UTILIZATION .650 .714 A -61 18. MacArthur 6 Ford /Bonita Canyon Existing AM Ph: HOUR PM PK HOUR LA;vES CAPKIT'Y VOL V/C VOL V/C NBL 2 3260 107 .033 6' .019 NBT 640 '919 .300' 2348 .367' Nan f 83 468 SK 2 3200 529 .165* 774 .2421 SK 4 6400 1923 .300 2328 .364 SOP f 13 49 E8, 2 3200 39 .012 27 .006 SST 2 3200 266 .083' 299 .093* EBR 1 IWO 121 .076 61 .038 WEL 2 :200 552 .173' 232 .073* WK 2 -1200 323 .101 2BO .088 WBR _ 900 480 TOTAL CAPACITY UTILIZATION .721 .775 Existing +Growth +Approved +Project AM PK AM PK HOCR PM PK HOUR LANES LANES CAPACITY ''VOL V/C VOL V/C NK 2 3200 107 .033 61 .019 tip, 4 ti400 2•-311 .314* 2535 .396* NBR. [ 162 90 554 479 SBL SB;, 2 3200 529 .165* 775 .242* SK 4 6400 2087 .326 2443 .382 SBR f 13 13 49 49 EBL EBL 2 3200 39 .012 27 .008 EBT 2 3200 2 ?0 .084' 302 .094* EBR 1 1600 121 .076 61 .038 W31 1 3200 556 .174* 239 .Mi 2 3200 442 324 ._01 284 .089 WBF 941 q- 503 400 TOTAL CAPACITY UTILIZATION .737 .807 A -62 Existing +Amhient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 107 .033 61 .019 NBT 4 6400 2006 .313' 2499 .390* NBR f 90 479 SRI. 2 3200 529 .165* 775 .242* SET 4 6400 2050 .320 2436 .381 SBR f 13 49 EBL 2 3200 39 .012 27 .008 EBT 2 3200 270 .084* 302 .094* EBR 1 1600 121 .076 61 .038 WBL 2 3200 556 .174' 239 .875* WBT 2 3200 324 .101 284 .089 WEB f 901 480 TOTAL CAPACITY UTILIZATION .736 .801 Existing+Growth +Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 107 .033 61 .019 NBT 4 6400 2117 .331' 2569 .401* NBR f 162 554 SBL 2 3200 540 .169* 815 .255` SBT 4 6400 2084 .326 2551 .399 SPA f 13 49 EBL 2 3200 39 .012 27 .008 EBT 2 3200 285 .089* 356 .111* EBR 1 1600 121 .076 61 .038 WBL 2 3200 620 .194* 314 .098* WBT 2 3200 442 .138 355 .111 tIBR f 941 503 TOTAL CAPACITY UTILIZATION .783 .865 18. MacArthur 6 Ford /Bonita Canyon Existing +Gromth+Approved +Cumulative +Project A14 PH HOUR PH PH HOUR �rPLS Cl?, - -1,Y VOL VC VOL V/C =200 :C'. .033 61 .919 t +8" 6400 2122 .3321 2695 .407' r!gR - 162 554 Sgt 2 320 540 .169' 815 .255* S8' 4 6400 2121 .331 2558 .400 SER .3 49 EEL 2 3290 39 .012 27 .008 LET 2 3200 285 .089' 356 .111' EPP. 1 'club .21 .076 61 . .038 3200 620 .154' 314 .098' 'H3; 2 3100 442 .13E 355 .111 WHR f 941 503 TOTAL CAPACITY UTILIZATION .7B4 .871 A -63 19. MacArthur 6 San Joaquin Hills Existing .AM PK HOUR PM PK HOUR LANES rgP.;C'_TY vo0 V/C VOL V/C NBL 2 3200 133 .042' 111 .035 NB ". 3 4800 1327 .2i6 1879 .39P HER 1 1600 192 .120 26 .016 "BL 2 3200 272 .085 498 .156, SET 3 4800 1 ?6' .367" 1882 .392 SBR _ 487, 248 EEL 2 320.. 449 .140` 551 .172" EET _ IH0' 105 .030 348 .106 EBR 37, 163 WE 1 _606 9 .006 47 .029 WET 2 3200 322 .101' 306 .096* WE? = 4:9 525 TOTAL CAPACITY UTILIZATION .658 .815 ExistingtGrowth +Approved +Project Projects AM PK AM PK :TOUR PM PK HOUR LANES LANES CAPACITY 'VOL VIC VOL V/C tJ35 2 3200 135 .042' 113 .035 NST 3 4800 '_370 .265 1954 .401' NBR _ 1600 192 .120 26 .016 2 2 3200 273 .085 499 .156* SB ?' 3 4800 1833 .382* 1945 .405 OPP. f 559 596 286 293 EEL E81 2 3200 1'90 .153" 679 .212* E8T 3 4800 1C8 .030 349 .107 EBR .1 0 31 163 163 WBL '1IBL 1 1600 9 .006 47 .029 1516, 2 ;200 325 .102* 309 .091* 'lip f 419 419 525 525 TOTAL CAPACITY UTILIZATION .679 .872 A -64 ExistingtAmbient Growth +Approved Projects AM PK HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 135 .042* 113 .035 NET 3 4800 1310 .285 1954 .401* NEE 1 1600 192 .120 26 .016 SBL 2 3200 273 .085 499 .156* SET 3 4800 1833 .382* 1945 .405 SBR f 559 286 EEL 2 3200 485 .152* 642 .201* EBT 3 4800 108 .030 349 .107 EBR 0 0 37 163 WBL 1 1600 9 .006 4? .029 WET 2 3200 325 .102' 309 .097* HER f 419 525 TOTAL CAPACITY UTILIZATION .678 1861 Existing +Growth +Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 135 .042* 113 .035 NET 3 4800 1486 .310 2035 .424* NBR 1 1600 221 .136 128 .080 SBL 2 3200 289 .090 545 .170* SET 3 4600 1881 .393* 2059 .429 SEP f 588 316 EEL 2 3200 513 .160* 674 .211* EBT 3 4800 126 .034 417 .121 EBR 0 0 37 163 WBL 1 1600 97 .061 115 .072 WET 2 3200 386 .121* 349 .109* WBR f 459 556 TOTAL CAPACITY UTILIZATION .716 .914 19. MacArthur & Ban Joaquin Hills Existing +Growth +Approved +Cumulative +Project AM. PH HOUR 2H PK HOUR IMES CAPACITY VOL V/C VOL V/C 21 2 3200 135 .042' 113 .035 *;6T 3 4500 1186 .310 2035 .424* '(6p 1 600 221 .138 128 .080 58E _ i200 289 .090 545 .170* SB- 3 4E00 198' .393* 2059 .429 SBR f 625 323 EEL 2 3200 518 .162' 710 .222* EB': 3 4800 126 .034 417 .121 EBR 0 0 37 163 WBL 1 1600 93 .061 115 .072 AIR, 2 3200 388 .121* 349 .109* WER _ 459 556 Existing +Growth +Approved +Cumulative +Project w M AM PH HOUR PH PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 135 .042* 113 .035 NBT 3 4800 1486 .310 2035 .424* HER 1 1600 221 .138 128 .080 SBL 2 3200 289 .090 545 .170' SBT 3 4800 1887 .393* 2059 .429 SBR f 625 323 EBL 3 4800 518 .108* 710 .148* EBT 3 4800 126 .034 417 .121 EBR 0 0 37 163 WBL 1 1600 97 .061 115 .072 WBT 2 3200 388 .121* 349 .109* WBR f 459 556 TOTAL CAPACITY UTILIZATION .71B .925 TOTAL CAPACITY UTILIZATION .664 .851 A -65 20. MacArthur d San Miguel Existing AM PK HOUR PM PK HOUR AP =Y VOL V/C VOL V/C 2I 2 3200 87 .027 98 .031' NK 3 4500 15114 .315' 1000 .208 NBR I 160.1) 282 .I+6 278 .174 SBI. 2 3201) 7 .002' 9 .003 SBT 3 4800 1209 .252 1500 .313* SEP, I 1500 549 .343 508 .318 ED'. 2 3200 86 .027 909 .284' LET 2 3200 73 .033' 4'2 .196 EBR n 0 31 154 WBL 3200 224 .010* 21, ,068 '4- 2 3200 164 .063 232 .082' W3R Q 0 3B 29 3ighc Tern A.djustmenc SER .023* TOTAL CAPACITY UTILIZATION .443 .710 Existing +Growth +Approved +Project A.M PK HOUR PM PK HOUR LANES C4PACIT'i VOL V/C VOL VIC NBL 2 3209" 93 •029 104 .033* NB° 48011. 1561 .325` 1032 .215 NBR ' ioop 282 .176 278 .174 SBL 2 320C 8 .003` 10 .003 Se' 3 48.70 1246 .260 1546 .322' s8R 1 -b0c 551 .344 511 .319 ESL 2 3290 87 .027 913 .285* LET 320C 7� .037' 493 .203 EB "s U 0 41 171 W3L 2 3200 224 .070' 2'7 .066 WIT 2 3200 177 .0 61 246 .086* WE 0 0 38 29 Ri•aht Turn A.cj uscmenc SBR .015• TOTAL CAPACITY UTILIZATION .450 .726 A -66 Existing +Ambient Growth +Approved Projects AM PK HOUR PM PR HOUR LANES CAPACITY VOL VIC VOL V/C NBL 2 3200 88 .028 103 .032* NET 3 4800 1561 .325* 1032 .215 HER 1 1600 282 .176 278 .174 SBL 2 3200 8 .003* 10 .003 SET 3 4800 1246 .260 1546 .322* SBR 1 1600 551 .344 511 .319 EEL 2 3200 87 .027 913 .285* EST 2 3200 76 .036* 468 .204 EBR 0 0 40 166 WBL 2 3200 224 .010' 217 .068 WET 2 3200 172 .066 245 .086* WBR 0 0 38 29 Right Turn Adjustment SBR .014* TOTAL CAPACITY UTILIZATION .448 .725 Existing +Growth +Approved +•Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 125 .039 125 .039* NET 3 4800 1706 .355' 1215 .253 NBR 1 1600 282 .176 276 .174 SBL 2 3200 8 .003* 10 .003 SET 3 4800 1388 .289 1728 .360' SBR 1 1600 551 .344 511 .319 EEL 2 3200 87 .027 913 .285* EBT 2 3200 76 .040* 488 .216 EBR 0 0 52 203 W3L 2 3200 224 .010* 2111 .068 WBT 2 3200 172 .066 245 .086* WBR 0 0 38 29 TOTAL CAPACITY UTILIZATION .468 .770 20. MacArthur 6 San Miguel Existing +Growth +Approved +Cwulative+Project AM PH HOUR PM PK HOUR BANES CAPACITY VOL V/C VOL V/C NBL 2 3200 130 .041 126 .039* NBT 3 4800 1'.86 .355' 1215 .253 ^BR _ 1600 282 .176 28 .174 S86 2 3:00 8 .003* 10 .003 S9T. 4800 1386 .289 1728 .360' ZBR 1600 551 .344 511 .319 EB_ 2 3:OL' 87 AI 913 .285' E6- 2 3200 17 .041* 493 .219 EBP 2 0 53 208 3100 224 .0;0' 217 .068 i18T 2 3200 P7 .067 246 .086* WBP 0 38 29 TOTAL CAPACITY UTILIZATION .469 .770 A -67 22. Santa Cruz 6 San Joaquin Bills Existing AM PK HOUR PM PK HOUR LAJSS CAPAC:TY '10; 'V /C VOL V/C NBL 2 3200 60 .019' 413 .129* NK I 1600 2 .008 12 .C35 43R .. 0 10 44 SBL ? 1600 21 .013 22 .014 SB' 2 3200 11 .007' 5 .003' SBR 1 0 23 .014 45 .C28 EBL 1 1600 30 .019 55 .034* EB" ? 4800 494 .150' 324 .101 6BR C 0 224 199 .124 WBL i 1600 181 .113 54 .034 Sig' 1 4801 286 .065 4005 .111* WBR 1 1 28 37 TOTAL CAPACITY UTILIZATION .289 .277 Existing +Growth+Approved+Project A4 E3 HOUR PM PK HOUR CA. ?KM VCL V/C VOL V/C NEL 2 32,0 89 .028' 424 .133* NBT 1_ECO 2 .009 12 .036 YEd 0 G i2 45 SPL '.ECC' 21 .013 23 .014 SBT 2 KOO 12 .008' 5 .003' SB2 0 C' 23 .014 45 .028 E8L 1 1600 30 .019 55 .034* EBT 3 ^300 557 .164' 336 .105 EIR 0 C' 223 217 .136 W3L : 1600 183 .114' 56 .035 WBT ? '.500 235 .067 556 .124* IKE 0 O 2B 31 Existing+Ambient Growth+Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 89 .028* 424 .133' NBT 1 1600 2 .009 12 .036 NBR 0 0 12 45 SBL 1 1600 21 .013 23 .014 SBT 2 3200 12 .008' 5 .003* SBR 0 0 23 .014 45 .028 EBL 1 1600 30 .019 55 .034* EST. 3 4800 534 .159* 332 .104 EBR 0 0 228 217 .136 WBL 1 1600 163 .114' 56 .035 WBT 3 4800 292 .067 534 .119* WBR 0 0 28 37 TOTAL CAPACITY UTILIZATION .309 .2B9 Existing +Growth+Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 89 .028* 424 .133* NBT 1 1600 2 .009 12 .036 NBA 0 0 12 45 SBL 1 1600 31 .019 32 .020 SBT 2 3200 12 .008* 5 .003' SBR 0 0 23 .014 45 .028 EBL 1 1600 30 .019 55 .034' EBT 3 4900 543 .161* 370 .116 EBR 0 0 228 217 .136 WBL 1 1600 183 .114* 56 .035 WBT 3 4800 326 .075 554 .125' WBR 0 0 35 47 TOTAL CAPACITY UTILIZATION .314 .294 TOTAL CAPACITY UTILIZATION .311 .295 A -68 22. Santa Cruz 6 San Joaquin Hills Existing +Growth +Approved +Cmsulative +Project All Pi( HOUR PM PH HOUR LAS <ES CAPACITY 'JCL V/C Vol V/C 081, 2 32N0 29 .028' 424 .133' NET I :601, 2 .009 12 .036 Nei 0 G 2 45 ON 1 .000 31 .019 32 .020 SK 2 3200 _2 .MI 5 .003' S83 G 0 23 .014 45 .028 E8L '. iE00 30 .019 55 ,034' FT =ACtil 566 .165' 3 74 .117 E R n G 223 217 .136 ''Ef _ 1600 133 .114' 56 .035 'A3T i 4800 329 .C76 576 .130' 4i3R U 0 35 4 i TOTAL CAPACITY UTILIZATION .315 .300 A -69 23. Santa Rosa 6 San Joaquin Bills Existing TOTAL CAPACITY UTILIZATION .290 .438 Existing +Growth+Approved +Project A4 PP; HOUR PM PK HOUR [,ANES CA3.AC_TY VOL V/C VOL V/C 1_600 52 .033 234 .146* i600 6 .004' 28 .018 F. 1 1600 54 .059 402 .251 SBL 1 1600 66 .641' 67 .042 S8" 1 1600 13 .008 1 .004* SBP. 1 1600 36 .023 24 .015 EBL 1 i600 A .021 36 .023 EB" 3 4800 256 .030' 595 .149^ Cap, u 210 .131 116 `vVBi, 3200 536 .1684 217 .087' WE, i800 450 .10S 251 .070 ABP C 56 86 P. -ynt `ucc Ad j cs:eent E8R .023' NBR .0?8' TOTAL CAPACITY UTILIZATION .316 .464 A -70 Existing+Ambient Growth +Approved Projects .AM PK HOUR PM PK HOUR PM PK LAVES CAPACITY VOL V/C VOL V/C NBL 1 _60O 35 .022 167 .104* NET 1 :000 6 .004* 28 .018 flE3 1 _60G 67 .042 37.2 .233 SBL 1 :1000 66 .041' 67 .042 SET 1 _60C '_3 .008 7 .004' SP? 1 _600 36 .023 24 .015 EEL . :RG 33 .021 36 .023 EBT _ 49C0 253 .094 55% .144* EBR 0 C 142 .OB9 96 .117 'AIL 2 3200 531 .166* 250 .078* 'ABT .087* 4.300 445 .104 244 .069 251 .070 r 55 0 86 Pish-� T_rn A.djustmen; Right Turn Adjustment EBR NBR .108* TOTAL CAPACITY UTILIZATION .290 .438 Existing +Growth+Approved +Project A4 PP; HOUR PM PK HOUR [,ANES CA3.AC_TY VOL V/C VOL V/C 1_600 52 .033 234 .146* i600 6 .004' 28 .018 F. 1 1600 54 .059 402 .251 SBL 1 1600 66 .641' 67 .042 S8" 1 1600 13 .008 1 .004* SBP. 1 1600 36 .023 24 .015 EBL 1 i600 A .021 36 .023 EB" 3 4800 256 .030' 595 .149^ Cap, u 210 .131 116 `vVBi, 3200 536 .1684 217 .087' WE, i800 450 .10S 251 .070 ABP C 56 86 P. -ynt `ucc Ad j cs:eent E8R .023' NBR .0?8' TOTAL CAPACITY UTILIZATION .316 .464 A -70 Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 49 .031 212 .133* NET 1 1600 6 .004* 26 .018 NBR 1 1600 94 .059 402 .251 SBL 1 1600 66 .041* 67 .042 SET 1 1600 13 .008 7 .004' SBR 1 1600 36 .023 24 .015 EEL 1 1600 34 .021 36 .023 EBT 3 4800 256 .080* 599 .148* EBR 0 0 187 .117 112 WBL 2 3200 536 .168* 277 .087* NET 3 4800 450 .105 251 .070 WBR 0 0 56 86 Right Turn Adjustment EBR .009* NBR .091* TOTAL CAPACITY UTILIZATION .302 .463 Existing +Growth +Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 49 .031 212 .133* NET 1 1600 6 .004* 28 .018 HER 1 1600 105 .066 444 .278 SBL 1 1600 61 .051* 79 .049 SET 1 1600 13 .008 7 .004* SBR 1 1600 36 .023 24 .015 EBL 1 1600 34 .021 36 .023 EBT 3 4800 275 .086' 646 .158* EBR 0 0 187 .117 112 NBL 2 3200 575 .180' 302 .094' WBT 3 4800 491 .116 281 .079 WBR 0 0 67 100 Right Turn Adjustment NBR .119' TOTAL CAPACITY UTILIZATION .321 .508 23. Santa Rosa 6 San Joaquin Bills Existing+ Growth +Approved +Cu=lative +Project .kM PK BLUR PM PK HOUR LP.NES C ?.PnCl'PY VOL V/C VOL V/C NBL 1 :60r 52 .033 234 .146* NP ": i :60r b .0041 28 .018 NB3 1 a00 105 .066 444 .270 5BL 1 !EGO 81 .051' 79 .049 38T 1 '_1680 i3 .008 7 .004' 583 1 i6G0 36 .023 24 .015 E8L 1 1600 34 .021 36 .023 EET 3 4800 275 .006' 646 .159' HP 0 0 210 .131 116 W31 3200 575 .160' 302 .094` ;ti T 3 =800 491 .116 281 .079 NIR 0 0 67 100 Rio}; T -'z^ kjushnen[ EBR .010- NBR .106' TOTAL CAPACITY UTILIZATION .331 .509 A -71 24. San Miguel & San Joaquin Hills Existing AN PK HOUR PM PH HOUR LANES CA:ACTT'f VOL V/C VOL V/C N3L :600 2 .001 It .007 N3T 2 3200 229 .100' 499 .222' N3R 0 0 91 210 SK : 1600 61 .042' 85 .053* SBT 2 3100 316 .131 241 .106 1 5R 0 0 1:72 97 2 3200 214 .067, 514 .161* E57 3 7800 792 .101` 431 .093 ESE 0 0 23 14 1_600 213 .133' 264 .165 WBT 3 4800 663 .151 7-84 .177" 445R 0 0 60 61 Existing +Ambient Growth +Approved Projects AM PH HOUR PM PH HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 2 .001 11 .007 NBT 2 3200 229 .100' 511 .227' NBR 0 0 91 216 SBL 1 1600 67 .042* 85 .053+ SBT 2 3200 323 .133 247 .108 SSE 0 0 102 97 EBL 2 3200 214 .067 514 .161* EST 3 4800 493 .108* 431 .093 EBR 0 0 23 14 WBL 1 1600 214 .134' 270 .169 WBT 3 4800 663 .151 784 .111* WBR 0 0 60 67 TOTAL CAPACITY UTILIZATION .382 .613 TOTAL CAPACITY UTILIZATION .384 .618 Fria ting +Growth +Approved +Project Ad1 PK FOUR PM PH HOUR iA.NES CAPACITY VOL 'V /C VOL V/C NBL _ 160t 2 .001 11 .001 NB: 2 3200 230 .100` 516 .229' NBE C 9: 216 SBL i :60C 6- .042* 85 .053* SK 3201 328 .134 248 .108 SER 1 192 97 EBS 2 320C 214 .067 514 .161* EBT 3 4A0C 493 .108' 431 .093 ERR C 0 23 14 WBL 1 :000 2'_4 .134' 270 .169 WBT 3 4300 663 .151 784 .177* WBR C 0 60 67 Existing +Growth +Approved +C miulative AM PK HOUR PM PH HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 2 .001 11 .007 NBT 2 3200 229 .100+ 511 .227* NBR 0 0 91 216 SBL 1 1600 67 .042* 85 .053* SBT 2 3200 323 .133 247 .108 SBR 0 0 102 97 EBL 2 3200 214 .061* 514 .161* EBT 3 4800 556 .121 647 .138 EBR 0 0 23 14 WBL 1 1600 214 .134 270 .169 WBT 3 4800 854 .190* 921 .206* WBR 0 0 60 67 TOTAL CAPACITY UTILIZATION .384 .620 TOTAL CAPACITY UTILIZATION .399 .647 A -72 24. San Miguel 6 San Joaquin Hills Existing +Growth +Approved +Cumulative +Project AV. PK HOUR PM Px HOUR TANES CAPACI ".Y VOL V/C VOL V/C NBA - 1600 2 .001 11 .007 VK 2 3,100 230 .100' 516 .229' EBR. 0 0 01 216 5B' 1 1600 6' .042' 65 .9531 E'BI _ X200 328 .134 248 .108 58R 0 0 102 97 E8L 2 3200 214 .067' 514 .161' E8" ? 4600 `56 .11 647 .138 E8R 0 23 14 HHL 1600 214 .134 270 .169 WBT. 4000 854 .190' 921 .206' WBR 0 1 60 6? TOTAL CAPACITY UTILIZATION .399 .649 A -73 25. Avocado 6 San Miguel Existing Existing+Ambient Growth +Approved Projects AM Ph: HOUR PM PK HOUR HOUR PM PK HOUR VOL V/C VOL 'V /C EBL I ;620 123 .077 1%6 .110* NBT 1 '1610 149 .093* 60 .03B Nan _ :600 121 .076 655 .409 S7L 655 1600 51 .932' 222 .239 S3T _ 1600 51 .032 129 .081* SnR 167 1600 16 .010 21 .013 EBL _ 1600 7 .004 182 .114* £BT 2 3200 148 .063* 444 .169 EBR 0 0 53 0 98 53 WE:, i 800 4F,? .292* 174 .109 WBT 2 3200 435 .194 492 .1784 WBP. O 0 18'. 0 .6 195 Prght Turc Rdjustment 80 Right NBR .265" Existing+Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 123 .077 176 .110* NET 1 1600 187 .117* 68 .043 NBR 1 1600 121 .076 655 .409 SBL 1 1600 52 .033* 230 .144 SET 1 1600 57 .036 167 .104* SBR 1 1600 16 .010 21 .013 EBL 1 1600 7 .004 182 .114* EBT 2 3200 156 .065* 465 .176 EBR 0 0 53 53 98 98 WK L 1600 467 .292* 174 .109 WET 2 3200 435 .197 507 .183* WBR 0 0 195 204 78 80 Right Turn Adjustment -jrn Adjustmnr NBR HER .248* TOTAL CAPACITY UTILIZATION .480 .748 TOTAL CAPACITY UTILIZATION .507 .759 Existing +Growth +Approved+Project AM PK AN PK FOUR PM PK HOUR LANES LANES CAPACITY VOL V/C VOL '/ /C NEL I 1600 123 .Oi `. 176 .110* NB': i !0" 196 .123* 70 .044 NBR _ _o0C 12. .076 655 .409 SBL 1 _609 53 .033* 239 .149 S8' 1600 '.600 58 .036 176 .110* SBR 1 :601 16 .010 21 .013 EEL 1 :60C .004 .004 182 .114* EBT 2 3206 156 .OE5* 465 .176 HER C C 53 98 98 WBL WBL 1 :600 467 .292* 174 .109 WBT 3200 3290 435 .20 507 .183* Wei O C 204 78 80 Right Rigt.t -jrn Adjustmnr NBR NBR .247' Existing +Growth+Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 123 .077 176 .110* NET 1 1600 187 .117` 68 .043 NBR 1 1600 121 .076 655 .409 SBL 1 1600 52 .033* 230 .144 SET 1 1600 57 .036 167 .104* SIR 1 1600 16 .010 21 .013 EEL 1 1600 1 .004 182 .114* EBT 2 3200 168 .069* 502 .188 EBR 0 0 53 98 WBL 1 1600 467 .292* 174 .109 WET 2 3200 472 .206 529 .190* WBR 0 0 195 78 Right Turn Adjustment NBR .252* TOTAL CAPACITY UTILIZATION .513 .764 TOTAL CAPACITY UTILIZATION .511 .770 A -74 25. Avocado 6 San Miquel Existing+ Growth +Approved+Cumulative+Project AN PR HOUR PM PH HOUR LXES CA2ACIT'✓ VOL V/C VOL V/C NBL 1 '1600 13 .01? 1 ?6 .110* QT 1 iE00 '9E .123` 70 .044 NBR _ iW '21 .076 655 .409 S3L : 1000 33 .C33* 239 .149 : 1000 58 .036 1+6 .110* S3R _ 1600 16 .010 21 .013 33. 1600 .004 182 .114' - Tr 2 3,200 168 .069* 502 .188 ;BR 0 53 98 'AB's 1 1500 46? .292' 174 .109 WET 2 3200 4'. "2 .211 529 .190* WBR 0 0 204 80 Right Turi Adjustment NBR .251' TOTAL CAPACITY UTILIZATION ,517 .775 A -75 33. Avocado 6 Coast Hwy Existing AX PK HOUR PM PK HOUR LANES CAPAACITY VOL V/C VOL VIC i600 78 .049 109 .068* NET _ i600 106 .066' 90 .056 NPR i600 121 .016 163 .102 SBL ._ 50 300 SBT 0.5 3200 43 .029' 130 .134' SBR 50 215 EEL 1 1600 199 .124' 120 .075 E87 3 4E00 1233 .267 1494 .326' EBR 0 46 1-0 WBL 1 160-0 95 .059 119 .014* WET 3 4800 1126 .271' 1365 ?09 ti BR C 0 P 119 Ucte: Ass..Tes NIS Sp'ic Phasing Existing +Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 78 .049 109 .068* NET 1 1600 106 .066" 90 .056 NBR 1 1600 121 .076 163 .102 SET. 1.5 52 315 SET 0.5 3200 43 .030* 130 .1394 SBR f 53 299 EEL 1 1600 222 .139* 125 .076 EBT 3 4800 1292 .279 1567 .3414 ERR 0 0 48 71 WBL 1 1600 95 .059 119 .074` WBT 3 4800 1188 .288* 1432 .324 WBR 0 0 193 122 Note: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .490 .602 TOTAL CAPACITY UTILIZATION .523 .622 Existing +Growth +Approved +Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NaL 1 i600 76 .049 109 .0684 1600 1106 .066` 90 .056 N5* ' !EW 121 .016 163 .102 53L :.5 53 320 Sa: 0.5 :+206 43 .�30' 130 .141* SSR. 54 304 RBL _ 1600 221 .142' 126 .079 E5T 3 4800 1_292 .279 1567 .341* £5R. . 0 48 71 k, 1600 95 .059 119 .0144 WET 3 4800, 138 .289= 1432 .324 W 0 0 198 123 Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION .527 .624 A -76 Existing +Growth +Approved+Cimulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 78 .049 109 .068* NET 1 1600 106 .066* 90 .056 NBR 1 1600 121 .076 163 .102 SBL 1.5 52 315 SET 0.5 3200 43 .030` 130 .139* SBR f 53 299 EEL 1 1600 222 .139` 125 .078 EBT . 3 4800 1448 .312 2080 .448* EBR 0 0 48 71 WBL 1 1600 95 .059 119 .079* WBT 3 4800 1657 .385` 1149 .390 WBR 0 0 193 122 Note: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .620 .729 33. Avocado & Coast Hwy Exia tinge Growth +ApprovediCumulativeiProject P3 HOUR PM ?K HOUR LASES C ?.KITi 'VOL V/C VOL V/C NSL 1 600 78 .049 109 .066' NP.T 1 .600 106 .066' 90 .056 NER 1 160C 121 .016 163 .102 SEL 1.5 53 320 SET 0.5 3200 43 .030' 130 .141* SER t 54 304 EH 1 1600 22' .142" 126 .079 F-IT 3 4800 '448 .312 2080 .44B' E35 NS: 100 95 ,059 119 .074" OiST 3 !.800 :65' .386' 1-149 .390 V,LR. 0. 0 198 123 Note: .Assumes NI.-' Sp:it Phasing TOTAL CAPACITY UTILIZATION .624 .731 A -77 36. Newport Centex 6 Santa Barbara Existing PH PK HOUR VOL V/C 155 .097' 102 .032 34 .021 42 .026 180 .056* 6% .042 38 .024 97 .061* 132 .083 23 1.0141* 44 .028 24 Existing4abient Growth +Approved Projects A4 PK HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NEE 1 1600 77 .048* 162 .101' NBT 2 3200 134 .042 102 .032 HER 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42 .026 SET 2 3200 76 .024* 180 .056' SBR 1 1600 40 .025 70 .044 EEL 1 1600 37 .023* 40 .025 EST 2 3200 31 .019 105 .066* EBR 0 0 173 .108 138 .086 WBL 0 0 2 23 (.0141* WET 2 3200 7 .005* 53 .031 WBR 0 0 6 24 Right Turn Adjustment EBR .045* TOTAL CAPACITY UTILIZATION .140 .228 TOTAL CAPACITY UTILIZATION .145 .237 Existing +Gxowth+Approved+Project AM PK HOC,R PH PK HOUR LANES CAPACI T.Y VOL V/C VOL 'V /C piB; i600 '.? .048' 162 .101* NST _ 3200 134 .042 102 .032 686 = :600 1.4 .009 34 .021 581: 1 1600 11 .00+ 42 .026 c8T 2 3200 '6 .024' 130 .056' 1600 41 .026 75 .04% EEL I 1600 42 .026' 41 .026 EB: 2 3206 31 .019 105 .066* EDP. 11 0 173 .09 138 .086 ;BL C 8 2 23 (.014}+ WBT 2 320C 7 .001 53 .031 WER „ 6 24 h.3ht Turr..Adius-.mect ESP .042' Existing +Growth+Approved+Cumulative AM PK HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 77 .048' 162 .101* NET 2 3200 134 .042 1.02 .032 NBR 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42 .026 SET 2 3200 76 .024* 180 .056* SBR 1 1600 40 .025 10 .044 EEL 1 1600 37 .023' 40 .025 EBT 2 3200 31 .019 105 .066* EBR 0 0 173 .108 138 .086 NBL 0 0 2 23 (.014}* NBT 2 3200 7 .005' 53 .031 WBR 0 0 6 24 Right Turn Adjustment EBR .045* TOTAL CAPACITY UTILIZATION .145 .237 TOTAL CAPACITY UTILIZATION .145 .237 A -78 .A'.4 P%: HOUR LASES CA�aCITY 'VOL V/C NK 1 _c90 ?3 .047* t181 2 329( i34 .042 NB? ! :E9G 14 .069 SBL _ if GO 11 .007 531 2 3200 16 .M' S3P i 1600 39 .C24 Eon 1600 34 .02i' E`dT 2 3100 28 .018 E8k 0 0 165 .103 WBL 0 0 'rIBT 2 3200 5 .004' WBR 9 0 6 .004 Right Tuna Advus tmenc EBR .044` PH PK HOUR VOL V/C 155 .097' 102 .032 34 .021 42 .026 180 .056* 6% .042 38 .024 97 .061* 132 .083 23 1.0141* 44 .028 24 Existing4abient Growth +Approved Projects A4 PK HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NEE 1 1600 77 .048* 162 .101' NBT 2 3200 134 .042 102 .032 HER 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42 .026 SET 2 3200 76 .024* 180 .056' SBR 1 1600 40 .025 70 .044 EEL 1 1600 37 .023* 40 .025 EST 2 3200 31 .019 105 .066* EBR 0 0 173 .108 138 .086 WBL 0 0 2 23 (.0141* WET 2 3200 7 .005* 53 .031 WBR 0 0 6 24 Right Turn Adjustment EBR .045* TOTAL CAPACITY UTILIZATION .140 .228 TOTAL CAPACITY UTILIZATION .145 .237 Existing +Gxowth+Approved+Project AM PK HOC,R PH PK HOUR LANES CAPACI T.Y VOL V/C VOL 'V /C piB; i600 '.? .048' 162 .101* NST _ 3200 134 .042 102 .032 686 = :600 1.4 .009 34 .021 581: 1 1600 11 .00+ 42 .026 c8T 2 3200 '6 .024' 130 .056' 1600 41 .026 75 .04% EEL I 1600 42 .026' 41 .026 EB: 2 3206 31 .019 105 .066* EDP. 11 0 173 .09 138 .086 ;BL C 8 2 23 (.014}+ WBT 2 320C 7 .001 53 .031 WER „ 6 24 h.3ht Turr..Adius-.mect ESP .042' Existing +Growth+Approved+Cumulative AM PK HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 77 .048' 162 .101* NET 2 3200 134 .042 1.02 .032 NBR 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42 .026 SET 2 3200 76 .024* 180 .056* SBR 1 1600 40 .025 10 .044 EEL 1 1600 37 .023' 40 .025 EBT 2 3200 31 .019 105 .066* EBR 0 0 173 .108 138 .086 NBL 0 0 2 23 (.014}* NBT 2 3200 7 .005' 53 .031 WBR 0 0 6 24 Right Turn Adjustment EBR .045* TOTAL CAPACITY UTILIZATION .145 .237 TOTAL CAPACITY UTILIZATION .145 .237 A -78 36, Newport Center 6 Santa Barbara Existing +Growth +Approved +Cumulative +Project AM PV. HOUR PM PK HOUR LAiiES CAP CITY VCL V/C VOL V/C NEL 1 '.6C0 17 .040' 162 .101* NPT 2 3200 .34 .042 102 .032 NO3 1 ?600 i4 .00 34 .021 53L : 1600 it .801 42 .026 53T. 2 3200 76 .C24' 180 .056' 53R 1600 41 .C26 +5 .047 E35 - i600 42 .026 41 .026 ,BT 2 3200 31 .019 105 .066' _BP 0 0 113 .108 138 .086 443:, 0 0 2 23 1.0141' !,ET 2 3'00 ' .005' 53 .031 WER d 0 6 24 Right Turn Adjustment "SR .042' TOTAL CAPACITY UTILIZATION .145 .237 A•79 37. Santa Cruz 6 Newport Center Existing Projects AM PK AM PK HOUR .AM PH HCUR PM PK HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL C •, 10 (.006)' }* 50 (.0311' 2 NBT 2 3200 32 .022 144 .086 NBR C. C 27 SBL 00 1 585 1 600 25 .016 32 .020 SET 1 `630 85 .053' 120 .075' S83 1 :600 56 .035 103 .064 EEL i '.ECO 35 .022 91 .05', E21 3200 60 .019' 102 .032' EBR 22 600 22 .014 42 .026 A-K : 1600 63 .C39' 116 .073* W3T 2 3200 84 .526 102 .032 W3R. 34 '.600 34 .821 81 .051 Existing+Aubient Growth+Approved Projects AM PK AM PK HOUR PM PK HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 0 0 10 1.006)' 50 {.031}+ 50 (.031 }* NBT 2 3200 33 .022 151 .088 NBR 0 0 27 60 60 SBL SBL 1 1600 25 .016 32 .020 SBT 1 1600 87 .054' 127 .079* SBR 1 1600 56 .035 103 .064 EBL 1 1600 35 .022 91 .057 EBT 2 3200 60 .019' 102 .032' EBR 1 1600 22 .014 42 .026 WEI 1 1600 63 .039+ 116 .073* WBT 2 3200 84 .026 102 .032 WBR 1 1600 34 .021 81 .051 TOTAL CAPACITY UTILIZATION .117 .211 TOTAL CAPACITY UTILIZATION .118 .215 Existing +Growth+Approved +Project AM PK AM PK ECUP PM PK HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 0 C i0 I.00E)' 50 {.031}+ 50 ;.031)* NBT NET 2 3200 33 .022 151 .088 NBR 0 C 2? 60 80 SBL SET 1 :6 00 25 .016 32 .020 SBT 1 :680 8' .054+ 127 .079* SE? 1 16 10 56 .035 103 .064 EEL I '.E00 35 .022 91 .057 EET 2 32'0 65 .020' 103 .032' EBR 1 1E00 22 .014 42 .026 WBL _ 1E00 63 .039+ 116 .073* 'BT 2 3200 95 .927 107 .033 4ER 1600 i600 34 .021 81 .051 Exiating +Growth +Approved+Cwulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 10 1.0061* 50 {.031}+ NBT 2 3200 33 .022 151 .088 NBR 0 0 27 60 SBL 1 1600 25 .016 32 .020 SBT 1 1600 87 .054* 121 .079* SBR 1 1600 56 .035 103 .064 EBL 1 1600 35 .022 91 .057 EBT 2 3200 60 .019* 102 .032* EBR 1 1600 22 .014 42 .026 WBL 1 1600 63 .039' 116 .073' WET 2 3200 84 .026 102 .032 WBR 1 1600 34 .021 81 .051 TOTAL CAPACITY UTILIZATION .119 .215 TOTAL CAPACITY UTILIZATION .118 .215 A -80 37. Santa Cruz 6 Newport Center Existing +Growth +Approved +Cumulative +Project AM PK HOUR PM PK HOUR 7k. ES C= .PnC:TY 'JCL V/C VOL 'J /C NBL 0 0 10 1.0061' 50 (.031)' N3T 2 3200 33 .022 151 .088 N3R 0 0 2' 80 S95 _ 1600 25 .016 32 .020 'BT _ 1601) B7 .054' 127 .079* S6P; _ 1000 56 .035 103 .064 E6S 1 :600 35 .022 91 .057 58; 2 3200 65 .020' 103 .032* E6?. i 1600 22 .E4 42 .026 ABL 1 1600 63 .039' 116 .073' 19B° 2 3200 85 .027 107 .033 WER _ 160C 34 .021 81 .051 TOTAL CAPACITY UTILIZATION .119 .215 A -81 38. Newport Center 4 Santa Rosa Existing AM PK HOUR LANES CAPACITY VOL 4' /C 686 1 1600 31 .019 6ST 2 3200 69 .022' P!BR 1 1600 22 .074 SBS 1 :600 87 .054` EST 2 3200 183 .057 SBR 1 1600 43 .027 E8i 3 0 20 EST 2 3200 39 .027' EBR 0 0 26 WBL ".` 42 WK 2 4000 8' .032' WBR i 1606 145 .091 Fight Tvr. ^. Y'BR .013' 60'e: Ass.:mes 7/W Spli: Phasing PM PK HOUR VOL V/C 38 .024 204 .064' 36 .023 80 .050* 228 .071 84 .053 84 67 .067* 63 33 102 .034• 163 .102 WBR .030' Existing +Ambient Growth+Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019* 38 .024 NBT 2 3200 74 .023 225 .010' NBR 1 1600 22 .014 36 .023 SBL 1 1600 87 .054 BO .050* SBT 2 3200 207 .065* 240 .075 SBR 1 1600 43 .027 84 .053 EEL 0 0 20 84 EBT 2 3200 39 .027* 67 .067* EBR 0 0 26 63 WBL 0.5 42 33 WBT 2 4000 67 .032' 102 .034* WBR 1 1600 145 .091 163 .102 Right Turn Adjustment WBR .013' WBR .0301 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .153 .245 TOTAL CAPACITY UTILIZATION .156 .251 Existing +Growth+Approved +Project AN P3 HOUR PM PK HOUR Gq1 ES C.APACIT'Y VOL V/C VOL V/C NBL 1 _611C 31 .019' 38 .024 NBT 2 3200 'S .023 230 .072` tIB3 1 ':6 °0 22 .014 36 .023 SBL 1 1bC0 8' .054 80 .050' 59" 3' 10 212 .066' 241 .075 S29 '. E00 43 .021 84 .053 EBL 0 0 20 84 EST * 3200 44 .028' 68 .W, EBR G 0 26 63 WK 0.5 42 33 ?1ST 2 4 °00 88 .033* 107 .035* W5F i 1600 145 .091 163 .102 fii:ht I= Arjustmen*. WBR .011' WBR .029* Note: Assumes E /'d Sprit Phasing Existing +Growth+Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019' 38 .024 NBT 2 3200 74 .023 225 .010* NBR 1 1600 22 .014 36 .023 SBL 1 1600 87 .054 60 .050' SBT 2 3200 207 .065' 240 .075 SBR 1 1600 43 .027 84 .053 EEL 0 0 20 84 EST 2 3200 50 .030' 109 .080* EBR 0 0 26 63 WEL 0.5 42 33 WET 2 4000 126 .042* 127 .040* W8R 1 1600 145 .091 163 .102 Right Turn Adjustment WBR .003' WBR .024* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .157 .253 TOTAL CAPACITY UTILIZATION .159 .264 A•82 38. Newport Center 6 Santa Rosa Existing+ Growth +Approved +Cumulative +Projact AM PE HOUR PM PK HOUR LAOS CAPACITY VOL V/C VOL V/C NBL - 160.7 31 .019' 38 .024 NB': 2 3200 75 .023 230 .972' NER 160C 22 .014 36 .023 SEE 1 [boon 8' .054 00 .050' SET 2 3200 212 .066' 241 .075 SBR i .596 43 .027 84 .053 sEL 0 1 20 84 -.ET 2 3290 55 .032' 110 .080' ESP C. 26 63 WEL 9.5 42 33 WET 2 !906 _ .C42+ 132 A41' V& _ 1600 145 .o91 163 .192 Sieht Turn Acjustment WP3 .002' WBR .023' Note: Assures EA Spit Phasing TOTAL CAPACITY UTILIZATION .161 .266 A -83 39. Newport Center 6 San Miguel Existing Existing +Amhient Growth +Approved Projects AN PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 98 .061* NET 2 3200 149 .OB6* 106 .066 HER 0 0 127 180 .113 SBL 0 0 61 1.0381* 104 SET 2 3200 62 .045 174 .121' SBR 0 0 21 110 EEL 1 1600 13 .008 42 .026 EST 2 3200 41 .013* 261 .082* EBR 1 1600 11 .011 100 .063 WBL 1 1600 132 .083* 243 .152* WBT 2 3200 141 .044 293 .092 WBR 1 1600 101 .067 160 .100 TOTAL CAPACITY UTILIZATION .215 .412 TOTAL CAPACITY UTILIZATION .220 .416 Existing +Growth +Approved +Project All R:( HOUR PM ?K HOUR LANES LA'xES °A?rCIT1Y VCL 'V /C VOL V/C HEL ! :600 4'8 .030 98 .061' HET 2 3: .0 :47 .OB6' 98 .061 NBfi 0 0 1' 'E'T 160 .113 SBL C 0 55 I.0341' C 104 EEL SB ' , 2 32;:0 54 .•941 114 .121' Sp" 0 G 21 1600 110 . EBL _ iE00 13 .006 42 .026 EK 2 3200 3°, .012' 248 .078* EEfi .867 1600 17 .011 100 .063 4. "0., 1600 132 .083' 293 .152* t ?ET 2 3200 138 .043 282 .086 498R 1 1600 107 .051 160 .100 Existing +Amhient Growth +Approved Projects AN PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 98 .061* NET 2 3200 149 .OB6* 106 .066 HER 0 0 127 180 .113 SBL 0 0 61 1.0381* 104 SET 2 3200 62 .045 174 .121' SBR 0 0 21 110 EEL 1 1600 13 .008 42 .026 EST 2 3200 41 .013* 261 .082* EBR 1 1600 11 .011 100 .063 WBL 1 1600 132 .083* 243 .152* WBT 2 3200 141 .044 293 .092 WBR 1 1600 101 .067 160 .100 TOTAL CAPACITY UTILIZATION .215 .412 TOTAL CAPACITY UTILIZATION .220 .416 Existing +Growth +Approved +Project AN PK AN PK FOUR LANES LANES CA.PACTTY VOL V/C NBL 1 10C 48 .030 NET 2 3200 149 .096' NBR G G 127 SBL SEL C G 61 .0381' SET 'E'T 2 3206 62 .045 SP.? 0 C 21 EEL EEL 1 tECG :3 .008 PET 3200 32C6 42 .•913+ EBfi 1600 :6CG . .011 WBL _ 1600 .32 .1^831 WBT 2 3200 '46 .946 WBR B 1600 107 .867 PM PK HOUR VOL V/C 98 .061' 106 .066 180 .113 104 174 .121* 110 42 .026 266 .083' 100 .063 243 .'_52* 294 .092 160 .'100 Existing +Growth +Approved +Cumulative AN PK HOUR LANES CAPACITY VOL V/C NBL 1 1600 48 .030 NET 2 3200 149 .086* NBR 0 0 127 SBL 0 0 61 I.03B1* SET 2 3200 62 .045 SBR 0 0 21 EEL 1 1600 13 .006 EBT 2 3200 53 .011* ESP. 1 1600 17 .011 WBL 1 1600 132 .083* WET 2 3200 178 .056 WBR 1 1600 107 .067 PM PK HOUR VOL V/C 98 .061* 106 .066 160 .113 104 174 .121" 110 42 .026 298 .093' 100 .063 243 .152+ 315 .098 160 .100 TOTAL CAPACITY UTILIZATION .220 .417 TOTAL CAPACITY UTILIZATION .224 .427 A -84 39. Newport Center 6 San Miguel Existing +Growth +Approved +Cumulative +Project P.M P: HOUR PM PK HOUR LAN-1, CAPPMY VOL V/C VOL V/C SB' 1 1E00 48 .030 98 .061+ SBP 2 3200 149 .086' 106 .066 38P. :7 0 12? 190 .113 S8L ? 0 61 !.0381' 104 SB" 2 3200 62 .045 174 .121' SBR 0 21 110 EBL , 1600 13 .009 42 .026 EB" 2 ,200 54 .017+ 303 .095' 63P. 1 1600 1? .011 100 .063 45L _60C 132 .083' 243 .152* 320; 1£3 .057 316 .099 h'BN 1 _iAC 10" .06' 160 .100 TOTAL CAPACITY UTILIZATION .224 .429 A -85 4D. Newport Center /Fashion Island 6 Newport Center Existing AM PK HOUR PM PK HOUR LANES C.PACI "Y VOL V/C VOL V/C NB:, 1600 1E7 .104' 143 .089' NBT 2 3200 58 .018 169 .053 N5R _ 1600 2'6 .173 119 .074 '600 4 .003 41 .026 1D1 2 32200 IC .003* 112 .036' BR 0 0 1 3 ED:. 7600, 6 .004 22 .014 EDT 2 3200 98 .031' 105 .033* PER 1 1600 125 ,078 215 .134 11181 1 1600 68 .043' 376 .235* '118T 2 3200 41 .0 ?3 63 A26 WBR 1 1600 12 .008 52 .033 Right Turn Adjust:ner.t NEP. .031' EBR .034' TOTAL CAPACITY UTILIZATION .218 .427 Existing +Growth +Approved +Project AM PK HOUR PM PK HOUR LANES C %:PAC1T''Y VOL V/C POL V/C NBL _601 16, .104* 143 .089` NBT 2 3202 60 .019 1 ?6 .055 NBR 1 1603 28' .136 120 .075 SBL 1 1600 4 .003 41 .026 BB' 2 3200 11 .004* 119 .038+ SBP. % 3 EBL 1 '60P 6 .004 22 .014 EDT. 2 3200 98 .031' 105 .033* EB3 I :600, 125 .078 215 .134 WBL :601 .048+ 381 .238' WBT. 2 327^ 41 .013 83 .026 WBR 1 :600, _� .008 52 .033 P._g:t -utC. N'BR ,035* EBR .034* TOTAL CAPACITY UTILIZATION .222 .432 A -86 Existing +Ambient Growth +Approved Projects AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL I 1600 167 .104* 143 .089* NET 2 3200 60 .019 176 .055 NBR i 1600 276 .173 119 .074 SBL 1 1600 4 .003 41 .026 SET 2 3200 11 .004* 119 .03B* SSE 0 0 1 3 EBL 1 1600 6 .004 22 .014 EDT 2 3200 98 .031' 105 .033* EBR 1 1600 125 .078 215 .134 WBL 1 1600 76 .048* 376 .235* WBT 2 3200 41 .013 83 .026 WBR 1 1600 12 .008 52 .033 Right Turn Adjustment NBR .032* EBR .034* TOTAL CAPACITY UTILIZATION .219 .429 Existing +Growth +Approved +Cwmulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .104* 143 .089* NET 2 3200 60 1019 176 .055 NBR 1 1600 276 .173 119 .074 SBL 1 1600 4 .003 41 .026 SBT 2 3200 11 .004* 119 .038* SUR 0 0 1 3 EBL 1 1600 6 .004 22 .014 EDT 2 3200 98 .031* 105 .033* EBR 1 1600 125 .078 215 .134 WBL 1 1600 76 .04B* 376 .235* WET 2 3200 41 .013 83 .026 WBR 1 1600 i2 .008 52 .033 Right Turn Adjustment NBR .032' EBR .034* TOTAL CAPACITY UTILIZATION .219 .429 40. Newport Center /Fashion Island 6 Newport Center Existing +Growth +Approved +Cumulative +Project A!4 PK HOUR P14 RK HOUR C:P.:(ES CADACTT'Y VOL V/C VOL V/C NB: 1 60G 16' AW 143 .089' NET 2 3206 60 .019 176 .055 NBR 1 1630 281 .176 120 .075 SBL 1 iEC0 4 .003 41 .02E SBT 2 32G0 It .004' 119 .033' SBR 0 0 1 3 ESL 1600 E .004 22 .014 EST 2 3200 98 .031' 105 .033' ER _ 1600 125 .078 215 .134 Vv3L _ iEOO 77 .C48` 381 .238' '4-T 2 3200 41 .C13 83 .026 WBF 1600 12 .008 52 .033 Sight Tern P.cjustmenc NBP. .035" EBR .034' TOTAL CAPACITY UTILIZATION .222 .432 A -x7