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Home My WebLink About2007-80 - North Newport Center Traffic StudyRESOLUTION NO. 2007- 80 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH APPROVING TRAFFIC STUDY NO. TS2007 -001 REGARDING NORTH NEWPORT CENTER WHEREAS, The Irvine Company has applied to the City of Newport Beach for the Zoning Amendment specified in the North Newport Center Planned Community Development Plan and Development Agreement to implement the General Plan for future development in North Newport Center, which consists of parts of Newport Center Block 500, Newport Center Block 600, parts of San Joaquin Plaza, and Fashion Island (the `Project "). WHEREAS, consistent with Municipal Code section 15.40.030(6)(2), the Project includes a Comprehensive Phased Land Use Development and Circulation System Improvement Plan with construction of all phases of the Project not anticipated to be complete with 60 months of project approval. WHEREAS, consistent with Municipal Code section 15.40.030(B)(2)(a), the Project is subject to a development agreement entitled Zoning Implementation and Public Benefit Agreement Between the City of Newport Beach and The Irvine Company LLC Concerning North Newport Center (Fashion Island, Block 500, Block 600, and San Joaquin Plaza) ( "Development Agreement "). WHEREAS, the proposed Zoning Amendment would bring the zoning for North Newport Center into consistency with the General Plan land use designations for North Newport Center by adoption of development and use regulations consistent with General Plan development rights and policies. WHEREAS, a traffic study, entitled North Newport Center Traffic Phasing Ordinance Traffic Study (Austin -Foust Associates, Inc., November 6, 2007), was prepared for the Project in compliance with Municipal Code Chapter 15.40 (Traffic Phasing Ordinance). WHEREAS, even though the development agreement provides for the potential build out of the Project over a period of twenty years, the traffic study studied the worst -case scenario where all the development in the Project would be completed before 60 months, specifically by 2009. WHEREAS, the traffic study found that the intersections along Newport Center Drive will continue to operate at LOS "A," but that the Project will cause the following three intersections to exceed the Level of Service (LOS) "D" standard under the Traffic Phasing Ordinance: (1) MacArthur Boulevard and San Joaquin 1 Hills Road, (2) Goldenrod Avenue and Pacific Coast Highway, and (3) Marguerite Avenue and Pacific Coast Highway. WHEREAS, the traffic study found the addition of a third eastbound left -turn lane to the intersection of MacArthur Boulevard and San Joaquin Hills Road to be an improvement that will result in the Project not causing nor making worse an unsatisfactory level of service at this intersection. WHEREAS, the addition of a third eastbound left -turn lane as mitigation for the intersection of MacArthur Boulevard and San Joaquin Hills Road is an improvement included in the General Plan Circulation Element, and therefore a feasible improvement under the Traffic Phasing Ordinance. The Development Agreement requires this improvement to be made in the early phase of development, upon issuance of a certificate of occupancy for the first building constructed pursuant to the Development Agreement, but not later than 60 months after the approval of the Project. The traffic study determined based on sufficient data and analysis that the Project under a worst -case scenario of full build -out by 2009, when taken together with the circulation improvement, will not cause nor make worse an unsatisfactory level of traffic service at MacArthur Boulevard and San Joaquin Hills Road. WHEREAS, the General Plan recognizes and accepts that no feasible improvements are desired under the General Plan for the intersection of Goldenrod Avenue and Pacific Coast Highway and the intersection of Marguerite Avenue and Pacific Coast Highway, and therefore the General Plan establishes LOS "E" as the City's standard at these two intersections. WHEREAS, The Irvine Company has completed the following circulation improvements in the vicinity of the Project in advance of project approval: 1. A traffic signal at the intersection of Santa Cruz Drive and San Clemente Drive in Newport Center Block 800. 2. Construction of half- section of MacArthur Boulevard to ultimate width along frontage of the Freeway Reservation property. 3. Construction of half- section of MacArthur Boulevard to ultimate width along frontage of The Irvine Company's property at Newport Village. 4. Construction of half- section of MacArthur Boulevard to ultimate width along frontage of Big Canyon Area 16. 5. Widening of MacArthur Boulevard between Ford Road and the San Joaquin Hills Transportation Corridor to provide for a minimum of six travel lanes and a minimum of three northbound travel lanes. 2 6. Dedication of right of way along the west side of MacArthur Boulevard between Pacific Coast Highway and San Joaquin Hills Road. WHEREAS, The Irvine Company constructed the circulation improvements listed above for a project encompassing unbuilt units that are being extinguished by the current Development Agreement. Thus, the circulation improvements listed above contribute to early mitigation for the project covered by the current Development Agreement. WHEREAS, the Development Agreement also requires The Irvine Company, no later than 60 months after the Development Agreement goes into effect, to spend or contribute to the City a maximum of $2.5 million on the design and construction of one or more of the following circulation improvements, should the City choose to approve the circulation improvements after its environmental review and approval process in compliance with the California Environmental Quality Act. These circulation improvements modify roadways and intersections to increase their capacity or improve circulation: 1. Widening of Avocado Avenue between San Miguel Drive and San Nicolas Drive; 2. Widening, operational improvements, or other capacity enhancements to San Miguel Drive between MacArthur Boulevard and Avocado Avenue; 3. Installation of a traffic signal at the intersection of Newport Center Drive and San Nicolas Drive; 4. Installation of a traffic signal at the intersection of Newport Center Drive and Center Drive; and 5. Other circulation improvements in the Newport Center area mutually agreed upon by the City's Director of Public Works and The Irvine Company. WHEREAS, the Project does not make the Land Use and Circulation Elements of the General Plan inconsistent by the impact of project trips, including the circulation improvements, when added to the trips resulting from development anticipated to occur within the City based on the Land Use Element of the General Plan and Zoning Ordinance because: 1. The development included in the Project is consistent with the General Plan, and City Council Resolution No. 2007 -3 provides that no land use, or density or intensity of use, may be permitted unless it is consistent with both the General Plan and the Zoning Code. 3 2. The addition of a third eastbound left -turn lane as mitigation for the intersection of MacArthur Boulevard and San Joaquin Hills Road is an improvement included in the General Plan Circulation Element 3. The General Plan recognizes and accepts that no feasible improvements are desired for the intersection of Goldenrod Avenue and Pacific Coast Highway and the intersection of Marguerite Avenue and Pacific Coast Highway, and therefore the General Plan establishes LOS "E" as the City's standard at these two intersections. WHEREAS, the Planning Commission held a public hearing on November 15 and November 29, 2007, 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, 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 improvements and contributions and determined: 1. Consistent with Municipal Code section 15.40.030(B)(2)(d)(1), construction of a third eastbound left -turn lane to the intersection of MacArthur Boulevard and San Joaquin Hills Road will provide implementation of traffic mitigation that will not cause or make worse an unsatisfactory level of service for an impacted primary intersection for which there is a feasible improvement. 2. Consistent with Municipal Code section 15.40.030(B)(2)(d)(2), no feasible improvements are desired under the General Plan for the intersection at Goldenrod Avenue at Pacific Coast Highway and the intersection at Marguerite Avenue at Pacific Coast Highway and therefore the General Plan establishes LOS °E" as the City's standard at these two intersections. The benefits provided by the circulation enhancements that are required in the development agreement are improvements that, once implemented, will outweigh the adverse impact of project trips at the identified impacted intersections for which there are no desired and therefore no feasible improvements that would if fully satisfy the provisions of section 15.40.030(B)(1)(b). WHEREAS, the Planning Commission voted to recommend approval of the traffic study to the City Council a] WHEREAS, pursuant to Section 15.40 of the Newport Beach Municipal Code, the City Council held a noticed public hearing on December 11, 2007, to consider the recommendation of the Planning Commission. NOW, THEREFORE, based on the weight of the evidence in the administrative record, including the traffic study, the City Council finds that: The Project meets the requirements for a Comprehensive Phased Land Use Development and Circulation System Improvement Plan with all phases not anticipated to be complete within 60 months of project approval, as defined in Municipal Code section 15.40.030(B)(2). 2. A traffic study for the Project has been prepared in compliance with Chapter 15.40 and Appendix A. 3. Based on the weight of the evidence in the administrative record, including the traffic study and the Development Agreement, all of the findings for approval in section 15.40.030(B)(2) can be made with respect to the intersection of MacArthur Boulevard and San Joaquin Hills Road. 4. Based on the weight of the evidence in the administrative record, including the traffic study and the Development Agreement, the finding in section 15.40.030(B)(2)(b) cannot be made with respect to the intersection of Goldenrod Avenue and Pacific Coast Highway and the intersection of Marguerite Avenue and Pacific Coast Highway. . 5. Based on the public benefits included in the Development Agreement, including early payment of park fees, availability of a site for City Hall, funding for construction of City Hall, dedication of open space, circulation improvements at locations in the vicinity of the Project at other than impacted primary intersections, and water conservation and water quality measures, the Project will result in benefits that outweigh the project's anticipated negative impact on the circulation system at the intersection of Goldenrod Avenue and Pacific Coast Highway and the intersection of Marguerite Avenue and Pacific Coast Highway. NOW, THEREFORE, BE IT RESOLVED that the City Council approves the Project Traffic Study No. TS2007 -001 based on the weight of the evidence in the administrative record, including the Development Agreement. 5 BE IT FURTHER RESOLVED that this approval shall not go into effect until the City Council approves or adopts all of the following: (1) the North Newport Center Planned Community Development Plan; (2) the North Newport Center Planned Community Affordable Housing Implementation Plan; (3) the Block 500 Planned Community District Regulations; (4) the San Joaquin Plaza Planned Community District Regulations; (5) the Development Agreement entitled Zoning Implementation and Public Benefit Agreement Between the City of Newport Beach and The Irvine Company LLC Concerning North Newport Center (Fashion Island, Block 500, Block 600, and San Joaquin Plaza); and (6) the North Newport Center transfer of development rights. BE IT FURTHER RESOLVED that this approval shall expire upon the earlier of the following: (1) the term of Development Agreement No. 2007 -002 expires; or (2) Development Agreement No. 2007 -002 is terminated pursuant to provisions in the Development Agreement. PASSED AND ADOPTED on the 11th day of December, 2007, by the following vote, to wit: AYES, CITY COUNCIL MEMBERS Henn, Curry, Rosansky, Webb, Daigle, Gardner, Mayor Selich NOES, CITY COUNCIL MEMBERS None ABSENT, CITY COUNCIL MEMBERS u MA ATTEST: 0�°9 - M- 4z' ' CITY CLERK R FINAL City of Newport Beach NORTH NEWPORT CENTER TRAFFIC PHASING ORDINANCE TRAFFIC STUDY Prepared by: Austin -Foust Associates, Inc. 2223 Wellington Avenue, Suite 300 Santa Ana, California 92701 -3161 (714) 667 -0496 November 6, 2007 NORTH NEWPORT CENTER TRAFFIC PHASING ORDINANCE TRAFFIC STUDY A project comprised of 430 residential dwelling units in Block 600, 205,161 square feet (sf) of office space in Block 500, and 75,000 sf of retail shopping center space in Fashion Island is proposed within Newport Center. In addition, a total of 42,036 sf of existing office, restaurant, and health club uses will be removed from Block 600. ANALYSIS A Traffic Phasing Ordinance (TPO) traffic study was conducted for the proposed project. A total of 40 intersections within the City including five intersections on Newport Center Drive (the interior ring road around Fashion Island) were examined using the City's required TPO procedure. This procedure includes both a one percent test and, where necessary, an intersection capacity utilization (ICU) analysis., Consistent with the City's TPO analysis guidelines, the project is analyzed under short-range conditions (existing volumes plus a regional growth factor and approved projects) without and with cumulative projects (i.e., projects reasonably expected to be complete within one year after project completion which are located within the City of Newport Beach or its sphere of influence). Trip Generation Distribution and Analysis The applicable trip rates and incremental trip generation for the proposed project is presented in Table 1. The increase in traffic includes a credit for the proposed removals of existing uses. The proposed project is forecast to generate a net increase over existing of 348 trips in the AM peak hour, 311 trips in the PM peak hour, and 2,399 trips daily. For trip distribution, an internal capture rate of 10 percent was utilized for the residential and retail uses. This rate was determined based on ITE's recommended procedure (see calculations in Appendix) and is consistent with the City's General Plan traffic study, which also utilizes 10 percent for mixed use areas. For the office space, a five percent internal capture rate was utilized. North Newport Center 1 Traffic Phasing Ordinance Traffic Study Associates, Inc. 017080tpo.doc North Newport Center 2 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017080tpo.doc Table 1 TRIP GENERATION SUMMARY Land Use Amount AM Peak Hour PM Peak Hour ADT In Out Total In Out Total TRIP RATES TE Residential DU 0.06 0.28 0.34 0.24 0.14 0.38 4.18 Quality Restaurant TSF 0.66 0.15 0.81 5.02 2.47 7.49 89.95 Shopping Center TSF 0.19 0.12 0.31 0.77 0.84 1.61 16.79 Office (Regression E * TSF 0.95 0.13 1.08 0.19 0.93 1.12 7.07 Health Club TSF 0.51 0.70 1.21 2.07 1.98 4.05 32.93 TRIP GENERATION Existing Uses to be Removed Block 600 Quality Restaurant 16.4 TSF 11 2 13 83 41 123 1,479. Office 8.3 TSF 8 1 9 2 8 10 59 Health Club 17.3 TSF 9 12 21 36 34 70 570 Total Credit -28 1 -43 -121 -83 -203 -2108 Proposed Uses Block 500 Office 1205.2 TSF 1 195 1 27 1 222 1 39 1 191 1 230 1,451 Block 600 Residential 430 DU 26 120 146 103 60 163 1,797 Fashion Island Shopping Ctr 75.0 TSF 14 9 23 58 63 121 1,259 Total Proposed Trips 235 156 391 200 314 514 4,507 NET INCREASE 207 141 348 79 231 311 2,399 * Trip rates per TSF determined from applying the ITE office regression equations to the existing (408 TSF) and proposed future (614 TSF) office use, and calculating the rates based on the square footage increment (206 TSF). North Newport Center 2 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017080tpo.doc A separate trip assignment was prepared for each of the three separate uses (retail/shopping center, residential, and office) in the proposed project. These assignments, shown by individual uses in Figures A -1 through A -3 in the Appendix, are basically as follows: 1. North on MacArthur Boulevard 2. North on Jamboree Road 3. West on Coast Highway 4. East on Coast Highway One Percent Analysis 2040 percent 15 -30 percent 15 -30 percent 10 percent The results of the TPO One Percent Analysis are listed in Table 2. This analysis identifies the intersections where the project adds one percent or more to the background peak hour volume, in which case a more vigorous capacity analysis is performed. Opening year for the project is assumed to be 2009; therefore, the project year for this analysis is 2010. Examination of Table 2 reveals that 39 study intersections showed increases of one percent or greater of existing -plus- approved or existing- plus - approved - plus - cumulative volumes during the AM or PM peak hour. As a result, further analysis is required and a peak hour ICU analysis was conducted for the 39 locations. ICU Analysis The results of the ICU analysis are presented in Table 3. A significant project impact is defined as an increase of .01 or more in the ICU value at an intersection that reaches LOS "E" or "F ". Examination of the results shows that the project causes a significant impact at three locations under existing -plus- approved - plus - cumulative conditions. These three locations with their respective with- project ICU values are: Intersection AM Project Increment PM Project Increment 19. MacArthur Boulevard and San Joaquin Hills Road .73 .040 .93 .027 34. Goldenrod Avenue and Coast Highway .91 .006 .85 .005 34. Marguerite Avenue and Coast Hi .98 .006 .92 .006 North Newport Center 3 Austin -Foust Associates, Inca Traffic Phasing Ordinance Traffic Study 017080tpo.doc 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 w /Cumulatve 1. MacArthur & Campus 8 20 0 0 No No 2. MacArthur & Birch 8 20 20 0 No No 3. MacArthur & Von Karman 8 20 0 0 No No 4. Jamboree & Campus 8 20 0 0 Yes Yes 5. Jamboree &Birch 8 20 0 0 Yes Yes 6. MacArthur &Jamboree 8 20 8 20 No No 7. Bayview &Bristol South (EB) 0 0 32 0 No No 8. Jamboree & Bristol North 29 20 0 0 No No 9. Jamboree & Bristol South (EB) 26 20 31 0 No No 10. Jamboree & Bayview 30 52 0 0 No No 11. Jamboree & EastblufVUniversity 35 52 0 0 No No 12. Jamboree & Bison 42 53 0 1 No No 13. Jamboree & Eastbluff/Ford 42 54 0 0 No No 14. Jamboree & San Joaquin Hills 0 54 0 42 No No 15. Jamboree & Santa Barbara 1 0 0 17 No No 16. Jamboree & Coast Highway 0 17 30 15 No No 17. MacArthur & Bison 33 61 6 21 No No 18. MacArthur & Ford/Bonita Canyon 39 80 0 0 No No 19. MacArthur & San Joaquin Hills 0 82 40 0 No No 20. MacArthur & San Miguel 1 0 11 7 No No 21. MacArthur & Coast Highway 0 11 2 19 No No 22. Santa Cruz & San Joaquin Hills 35 0 54 7 No No 23. Santa Rosa & San Joaquin Hills 36 0 49 4 No No 24. San Miguel & San Joaquin Hills 0 9 0 1 0 No No 25. Avocado & San Miguel 49 8 10 9 No No 26. Balboa/Superior & Coast Highway 0 0 11 18 No No 27. Newport & Coast Highway 0 10 11 18 No No 28. Riverside & Coast Highway 0 0 22 26 No No 29. Tustin & Coast Highway 0 0 22 26 No No 30. DoverBa shore & Coast Highway 0 9 22 32 No No 31. Ba side & Coast Highway 0 0 31 32 No No 32. Newport Center & Coast Highway 0 9 29 1 No No 33. Avocado & Coast Highway 0 7 28 18 No No 34. Goldenrod & Coast Hi 0 0 14 19 No No 35. Marguerite & Coast Highway 0 0 14 19 No No 36. Newport o Center & Santa Barbara 0 0 2 1 No No 37. Santa Cruz & Newport Center 1 2 0 0 No No 38. N ort Center & Santa Rosa 6 30 0 0 No No 39. N ort Center & San Miguel 3 17 2 0 No No 40. Fashion Island & Newport Center 0 1 0 10 No No Cont. North Newport Center 4 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017080tpo.doc Table 2 (Cont.) SUMMARY OF ONE PERCENT ANALYSIS Intersection PM Peak Hour Project Volumes Less Than 1% of Peak Hour Volumes NB Sit EB WB w/o Cumulative w /Cumulative 1. MacArthur & Campus 21 6 0 0 No No 2. MacArthur & Birch 21 6 0 0 No No 3. MacArthur & Von Karmen 21 6 0 0 No No 4. Jamboree & Campus 21 6 0 0 Yes Yes 5. Jamboree & Birch 21 6 0 0 No No 6. MacArthur & Jamboree 21 6 21 6 No No 7. Bayview & Bristol South (EB) 0 0 18 0 Yes Yes 8. Jamboree & Bristol North 58 6 0 0 No No 9. Jamboree & Bristol South (EB) 28 6 15 0 No No 10. Jamboree & Bayview 57 25 0 0 No No 11. Jamboree & EastbluffUniversity 59 25 0 2 No No 12. Jamboree & Bison 62 27 0 5 No No 13. Jamboree & Eastbluff/Fotd 62 32 0 0 No No 14. Jamboree & San Joaquin Hills 0 32 0 62 No No 15. Jamboree & Santa Barbara 6 0 0 5 Yes Yes 16. Jamboree & Coast Highway 0 5 13 31 No No 17. MacArthur & Bison 84 21 3 11 No No 18. MacArthur & Ford/Bonita Canyon 86 28 0 2 No No 19. MacArthur & San Joaquin Hills 0 30 87 0 No No 20. MacArthur & San Miguel 4 0 9 0 Yes Yes 21. MacArthur & Coast Highway 0 3 15 2 Yes Yes 22. Santa Cruz & San Joaquin Hills 14 0 32 48 No No 23. Santa Rosa & San Joaquin Hills 59 0 10 14 No No 24. San Miguel & San Joaquin Hills 6 0 0 0 Yes Yes 25. Avocado & San Miguel 10 58 1 0 No No 26. Balboa/Superior & Coast Highway 0 0 8 15 Yes Yes 27. Newport & Coast Highway 0 4 8 15 Yes Yes 28. Riverside & Coast HiSkway 0 0 13 27 Yes Yes 29. Tustin & Coast Highway 0 0 13 27 No Yes 30. Dover/Ba shore & Coast Highway 0 1 13 37 No Yes 31. Ba side & Coast Highway 0 0 13 37 No No 32. Newport Center & Coast Highway 0 0 7 17 Yes Yes 33. Avocado & Coast Highway 0 48 2 0 No No 34. Goldenrod & Coast Highway 0 0 18 2 Yes Yes 35. Marguerite & Coast Highway 0 0 18 2 No Yes 36. Newport Center & Santa Barbara 0 0 9 9 No No 37. Santa Cruz & Newport Center 9 9 0 0 No No 38. N ort Center & Santa Rosa 26 15 0 0 No No 39. Ne ort Center & San Miguel 10 0 16 0 No No 40. Fashion Island & Newport Center 1 9 0 1 0 1 No No North Newport Center Traffic Phasing 0Tdinance Traffic Sporty 5 Associates, Inc. 017080tpo.doc Table 3 ICU SUMMARY Location Existin Existing + Growth + Approved Existing + Growth + Approved + Project Existing +Growth + Approved + Cumulative Existing + Growth + Approved + Cumulative + Project AM PM AM PM AM PM AM PM AM PM 1. MacArthur & Campus .50 .74 .51 .74 .51 .74 .53 .74 .53 .74 2. MacArthur & Birch .62 .75 .64 .77 .64 .77 .67 .79 .67 .79 3. MacArthur & Von Karrnan .32 .74 .33 .76 .33 .76 .38 .80 .38 .81 5. Jamboree & Birch .56 .64 .58 .67 .58 .67 .60 .70 .60 .71 6. MacArthur & Jamboree .68 .76 .71 .79 .71 .80 .78 .85 .78 .86 7. Bayview & Bristol South (EB) .57 .66 .59 .67 .59 .67 .59 .67 .59 .67 8. Jamboree & Bristol North .57 .53 .58 .56 .59 .56 .59 .59 .60 .59 9. Jamboree & Bristol South B .66 .67 .68 .70 .68 .71 .70 .74 .70 .75 10. Jamboree & Ba iew .36 .51 .38 .54 .39 .54 .40 .56 .41 .57 1. Jamboree & University .57 .59 .60 .63 .61 .63 .64 .69 .64 .69 12. Jamboree &Bison .50 .56 .52 .60 .53 .61 .57 .64 .58 .65 13. Jamboree & Ford .65 .69 .68 .73 .69 .74 .72 .80 .73 .81 14. Jamboree & San Joaquin Hills .57 .58 .60 _ .63 .61 .64 .64 .67 .65 .68 15. Jamboree & Santa Barbara .49 .70 .51 _ .73' .52 .73 .55 .77 .56 _77 16. Jamboree & Coast H .66 .69 .69 .74 .69 .75 .77 .89 .77 .89 17. MacArthur &Bison .60 .66 .61 .67 .62 .68 .64 .71 .65 .71 18. MacArthur & Ford/Bonita C .72 _78 .73 .79 .74 .81 .78 .86 .78 _87 19. MacArthur & San Joaquin Hills .65 .82 .67 .85 .69 .87 .71 .90 .73 93" 20. MacArthur & San Miguel .44 .71 .44 .73 .45 .73 .47 .77 .47 .77 21. MacArthur & Coast H .71 .64 .73 .66 .74 .66 .84 .79 .85 .79 22. Santa Cruz & San Joaquin Hills .29 .28 .29 .28 .31 .29 .29 .28 .32 .30 23. Santa Rosa & San Joaquin Hills .31 .44 .32 .46 .34 .47 .35 .50 .37 .51 24. San Mi el & San Joaquin Hills .38 .61 .38 .62 .38 .62 .40 .65 .40 .65 25. Avocado & San Miguel .48 .76 .48 .77 .51 .78 .48 .78 .52 .79 26. Superior/Balboa & Coast H .70 .72 .73 .79 .73 .79 .75 .86 .75 .86 27. Newport & Coast H .77 .68 .80 .73 .80 .73 .82 .77 .83 .77 28. Riverside &CoastH .73 .79 .79 .84 .79 .85 .82 .88 .82 .89 29. Tustin & Coast H .73 .59 .79 .63 .80 .63 .82 .69 .83 .70 North Newport Center Traffic Phasing Ordinance Traffic Study 6 Cout. Austin -Foust Associates, Inc. 017080tpo.dm North Newport Center Traffic Phasing Ordinance Traffic Study 7 Awfin -Foust Associates, Inc. 017080tpo.doc 3 (cont) CTable ICU SUMMARY Existing + Growth Existing + Growth + Existing + Growth Existing + Growth + + Approved + Approved + Existin +A roved Approved +Project Cumulative Cumulative + Project Location AM PM AM PM AM PM AM PM AM PM 30. Dover & Coast H .67 .74 ' .70 .79 .71 .79 .73 .84 .74 .85 31. Be side & Coast H .73 .64 ,79 .72 .79 .73 .81 .76 .82 .77 32. Ne ort Center & Coast H' .36 .53' .37 .55 .37 .55 .46 .62 .46 .62 33. Avocado & Coast H .49 .60 .50 .62 .53 .62 .60 .72 .62 .73' 34. Goldenrod & Coast H .73 .68 .75 .70 .76 .71 .91 .87 .92* .87 35. M erite & Coast H .79 .73 .81 _75 .82 .76 .97 .91 .98 .92* 36. Ne ort Center & Santa Barbara .14 .23 .14 .23 .14 .23 .14 .23 .14 .23 37. Santa Cruz & Newport Center .12 .21 .12 .21 .12 .22 .12 .21 .12 .22 38. Ne ort Center & Santa Rosa .15 .25 15 .25 .16 .24 .16 .26 .16 .26 39. Ne ort Center & San Miguel .22 .41 .22 .41' .22 .41 .22 .42 .23 .42 40. Fashion Island & Newport Center .22 .43 .22 .43 .22 .43 .22 .43 .22 .43 *Indicates significant project impact Level of service ranges: .00-.60 A .61-30 B .71-.80 C .81 - .90 D 91-1.00 E Above 1.00 F North Newport Center Traffic Phasing Ordinance Traffic Study 7 Awfin -Foust Associates, Inc. 017080tpo.doc CONCLUSION In summary, it is concluded that the project causes three study locations to exceed the TPO standard of LOS "D ". At MacArthur Boulevard and San Joaquin Hills Road, the addition of a third eastbound left -turn lane is recommended as mitigation. The intersection will operate at LOS "D" with the recommended improvement. This improvement is consistent with the General Plan. At the two other impacted intersections (Goldenrod Avenue at Coast Highway and Marguerite Avenue at Coast Highway), there are no feasible improvements available, a fact which has been recognized and accepted in the General Plan which accepts LOS "E" at these two intersections. The intersections along Newport Center Drive currently operate at LOS "A" during the AM and PM peak hours. With the addition of project traffic, these intersections will continue to operate at LOS "A„ North Newport Center Traffic Phasing Ordinance Traffic Study 8 Associates, Inc. 017080tpo.doc APPENDIX A North Newport Center A -1 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study. 017080tpo.doc Table A -1 APPROVED AND CUMULATIVE PROJECTS SUMMARY Approved Projects Fashion Island Expansion Newport Lexus Tem lebat Yahm Expansion Birch Medical Office Complex Ford Redevelopment Saafar Fine Indian Cuisine CIOSA — Irvine Project St. Mark Presbyterian Church Newport Dunes St. Andrews Presbyterian Church 1401 Dove Street Corporate Plaza West 494/496 Old Newport Boulevard Mariner's Mile Gateway 401 Old Newport Boulevard Land Rover NB Service Center N ort Technolo Center OL A Church Expansion 1901 Westcliff Surgical Center 2300 Newport Boulevard Hoa Hospital Phase III Cumulative Projects Mariners Church Newport Ridge Exodus Communi Center and Tarbut V'Torah Expansion Hoag Health Center Newport Coast North Newport Center A -2 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017080tpo.doc Figure A -1 GENERAL PROTECT DISTRIBUTION - RESIDENTIAL Newport Center Development A -3 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017080tpoFigA -l.dwg Figure A -2 GENERAL. PROJECT DISTRIBUTION - RETAIL Newport Center Development A-4 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017080tpoFigA -2.dwg Figure A -3 GENERAL PROJECT DISTRIBUTION - OFFICE Newport Center Development A -5 Austin -Foust Associates, Inc. Traffic Phasing Ordinance Traffic Study 017080tpoFigA -3.dwg 1 % Traffic Volume Analysis Westbound 368 0 2 0 370 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 4 0 Northbound 1361 Intersection: 1. MacArthur & Campus 30 0 1445 14 21 Existing Traffic Volumes Based on Average Winter /Spring 2006 76 26 0 2007 Peak 1 Hour Approved Cumulative 6 Eastbound 993 0 Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 7 Hour Peak 1 Hour` Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1000 40 16 0 1056 11 8 Southbound 1478 59 25 0 1562 16 20 Eastbound 1323 0 10 0 1333 13 , 0 Westbound 368 0 2 0 370 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 4 0 Northbound 1361 54 30 0 1445 14 21 Southbound 1905 76 26 0 2007 20 6 Eastbound 993 0 5 0 998 10 0 Westbound 1367 0 6 0 1373 14 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection. Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -6 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 1318 40 17 0 1375 14 21 Southbound 2306 69 28 0 2403 24 6 Eastbound 525 0 14 0 539 5 0 Westbound 937 0 2 0 939 9 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -7 Intersection: 2. MacArthur & Birch Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1%of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peakt Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1892 57 11 0 1960 20 8 Southbound ` 1094 33 26 0 1153 12 20 Eastbound 554 0 7 0 561 6 0 Westbound 232 0 0 0 232. 2 0. Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 1318 40 17 0 1375 14 21 Southbound 2306 69 28 0 2403 24 6 Eastbound 525 0 14 0 539 5 0 Westbound 937 0 2 0 939 9 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -7 Eastbound 155 0 1% Traffic Volume Analysis 160 Westbound 302. 0 3 0 305 Intersection: 3. MacArthur & Von Kerman 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. Existing Traffic Volumes Based on Average Winter /Spring 2006 PM PEAK PERIOD Peak 1 Hour Approved Cumulative 1014 41 16 0 1071 Southbound Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour -Peak 1 Hour Peak 1 Hour .Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1903 76 9 0 1988 20 8 Southbound 627 25 14 0 666 7 20 Eastbound 155 0 5 0 160 Westbound 302. 0 3 0 305 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM. Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1014 41 16 0 1071 Southbound 1097 44 16 0 1159 Eastbound 640 0 15 0 655 Westbound 899 0 8 0 ' 907 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. FULL OCCUPANCY YEAR: 2010 2 0 3 0 11 21 6 0 0 PROJECT: North Newport Center TPO A -8 1 % Traffic Volume Analysis Eastbound 290 0 4 0 294 Westbound 845 0 3 0 848 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated . to be 1 %or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 2025 81 45 0 2151 Southbound. 2413 97 42 0 2552 3 0 Intersection: 4. Jamboree & Campus 0 0 1088 11 0 Existing Traffic Volumes Based on Average Winter /Spring 2006 0 5 0 774 Peak1 Hour Approved .Cumulative 0 Existing Regional Projects Projects Projected 1% of Projected. Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1520 61 26 0 1607 16 8 Southbound 2134 85 46 0 2265 23 20 Eastbound 290 0 4 0 294 Westbound 845 0 3 0 848 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated . to be 1 %or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 2025 81 45 0 2151 Southbound. 2413 97 42 0 2552 3 0 8 0 22 21 26 6 Eastbound 1086 0 2 0 1088 11 0 Westbound 769 0 5 0 774 8 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -9 FULL OCCUPANCY YEAR: 2010 1 % Traffic Volume Analysis Eastbound. 194. 0 0 0 194 2 0 Westbound 7 0 0 0 7 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD .Northbound 1844 74. ` 52 0 1970 Southbound 2346 94 45 0 2485 Eastbound 509 0 1 0 510 Westbound 14 0 0 0 14 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -10 0 0 20 21 Intersection: 5. Jamboree & Birch 6 5 0 0 0 Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Paak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1648 66 28 0 1742 17 8 Southbound 2051 82 57 0 2190 22 20 Eastbound. 194. 0 0 0 194 2 0 Westbound 7 0 0 0 7 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD .Northbound 1844 74. ` 52 0 1970 Southbound 2346 94 45 0 2485 Eastbound 509 0 1 0 510 Westbound 14 0 0 0 14 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -10 0 0 20 21 25 6 5 0 0 0 FULL OCCUPANCY YEAR: 2010 Southbound 2346 Eastbound 509 70 77 0 15 47 0 2493 571 Westbound 14 0 45 0 59 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection. Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -11 1% Traffic Volume Analysis 25 6 6 21 Intersection: 6. MacArthur & Jamboree 6 Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1Nour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1648 49 28 0 1725 17 8 Southbound 2051 62 42 0 2155 22 20 Eastbound 194 6 35 0 235 2 8 Westbound 7. 0 56 0 63 1 20 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM. Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1844 55 36 0 1935 19 21 Southbound 2346 Eastbound 509 70 77 0 15 47 0 2493 571 Westbound 14 0 45 0 59 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection. Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -11 FULL OCCUPANCY YEAR: 2010 25 6 6 21 1 6 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis Eastbound 31070 < 78 0 3185 Intersection: 7. Bayview & Bristol South (EB) 32 Westbound 0 0 0 0 0 0 0 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 t Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Westbound 0 0 0 0 0 0 0. Project PM Traffic is estimate 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 480 0 0 0 480 5 0 Southbound 0 0 0 0 0 0 0 Eastbound 31070 < 78 0 3185 32 32 Westbound 0 0 0 0 0 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 641 0 0 0 641 6 0 Southbound_ 0 0 0 0 0 0 0 Eastbound 3057 0 80 0 3137 31 18 Westbound 0 0 0 0 0 0 0. Project PM Traffic is estimate to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 %or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. _ PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -12 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -13 I % Traffic Volume Analysis Intersection: B. Jamboree & Bristol North (WB) Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction .Volume. Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 3370 135 52 0 3557 36 29 Southbound 1050 42 51 0 1143 11 20 Eastbound 0 0 0 0 0 0 0 Westbound 0 0 0 0 0. 0 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK. PERIOD Northbound 2849 114 70 0 3033 30 58 Southbound. 1971 79. 54 0 2104 21 6 Eastbound 0 0 0 0 0 0 0 Westbound 0 0 0 0 0 0 0 Project PM Traffic is estimated to be less than I% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 %or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -13 Eastbound 2831. 0 78 0 2909 Westbound 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. Northbound 1958 78 118 0 2154 Southbound 1241 50 52 0 1343 Eastbound 3273 0 80 0 3353 Westbound 0 0 0 0 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. > Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. .Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A•14 29 31 0 0 22 28 13 6 1% Traffic Volume Analysis 15 0 0 Intersection: 9. Jamboree & Bristol South (EB) Existing. Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 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 2187 87 75 0 2349 23 26 Southbound 675 27 51 0 753 8 20 Eastbound 2831. 0 78 0 2909 Westbound 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. Northbound 1958 78 118 0 2154 Southbound 1241 50 52 0 1343 Eastbound 3273 0 80 0 3353 Westbound 0 0 0 0 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. > Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. .Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A•14 29 31 0 0 22 28 13 6 34 15 0 0 FULL OCCUPANCY YEAR: 2010 I % Traffic Volume Analysis 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. i Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -15 Intersection: 10. Jamboree & Bayview, Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %, of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1935 58 75 0 2068 21 30 Southbound 2006 60 51 0 2117 21 52 Eastbound 88 0 0 0 88 1 0. Westbound 100 0 0 0 100 1 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PM PEAK PERIOD .Northbound 1758 53. 118 0 1929 19 57. Southbound. 2383 71 52 0 2506 25 25 Eastbound 399 0 0 0 399 4 0 Westbound 170 0 0 0 170 2 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. i Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -15 1% Traffic Volume Analysis Intersection: 11. Jamboree & Eastbluff/Universlty 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 I Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1718 52 70 0 1840 18 35 Southbound 1669 50 113 0 1832 18 52 .Eastbound 534 0 1 0 535 5 0 Westbound 618. 0. 5 0 623 6 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. =_> Project AM. Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1678 50 123 0 1851 19 59 Southbound 2477 74 109. 0 2660 27 25 Eastbound 351 0 0 0 351 4 0 Westhound 438 0 10 0 448 4 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. _ => Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -16 1% Traffic Volume Analysis Intersection: 12. Jamboree & Bison Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative 62 27 0 5 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -17 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. Intersection Capacity Utilization (ICU) Analysis is required. AM PEAK PERIOD Northbound 1547 46 60 0 1653 17 42 - Southbound 1993 60 105 0 2158 22 53 Eastbound 187 0 0 0. 187 2 0 Westbound 319 0 5 0 324 3 1 62 27 0 5 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -17 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1807 54 108 0 1969 20 Southbound 2302 69 107 0 2478 25 Eastbound 102 0 1 0 103 1 Westbound 464 0 6 0 470 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. 62 27 0 5 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -17 1% Traffic Volume Analysis A -18 Intersection: 13. Jamboree & Eastbluif/Ford Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved .Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume .Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1762 53 70 0 1885 19 42 Southbound 1769 53 105 0 1927 19 54 Eastbound 742 0 9 0 751 8 0 Westbound 522 0 12 0 534 5 0 Project AM Traffic is estimated to be less than 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 2355 71 125 0 2551 26 62 Southbound 2225 67 94 0 2386 24 32 Eastbound 533 0. 4 0 537 5 0 Westbound 373 0 4 0 377 4 0 Project PM Traffic is estimated to be less than I% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -18 I % Traffic Volume Analysis Westbound 182. 0 38 0 220 2 42 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Intersection: 14. Jamboree & San Joaquin Hills 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 1800. 54. 243 0 2097 21 Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. AM PEAK PERIOD Northbound 1313 39 153 0 1515 15 0 Southbound 1929 58 275 0 2282 23 54 .Eastbound. 350. 0 0 0. 350 4 0 Westbound 182. 0 38 0 220 2 42 PROJECT: North Newport Center TPO A -19 FULL OCCUPANCY YEAR: 2010 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1800. 54. 243 0 2097 21 0 Southbound 2415 72 255 0 2742 27 32 Eastbound 253 0 . 12 0 255 3 0 Westbound 295 0 98 0 393 4 52 Project PM Traffic is estimated to be less than 1 %of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -19 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis .Eastbound. 73 0 6 0 79 1 0 Westbound 146 0 6 0 152 Intersection: 15. Jamboree & Santa Barbara 17 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 1554 47 53 0 1654 17 1 Southbound 1392 42 123 0 1557 16 0 .Eastbound. 73 0 6 0 79 1 0 Westbound 146 0 6 0 152 2 17 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic. Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1246 37 91 0 1374 14 6 Southbound. 2100 63 88 0 2251 23 0 Eastbound 38 0 3 0 41 0 0 Westbound 974 0 8 0 982 10 5' =_> Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -20 FULL OCCUPANCY YEAR: 2010 1 % Traffic Volume Analysis A -21 Intersection: 16. Jamboree & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved .Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak i Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 488 15 1 0 504 5 0 Southbound 1101 33 106 0 1240 12 17 .Eastbound 3049 91 89 0 3229 32 30 Westbound 1252. 38 33 0 1323 13 15 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM. Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD .Northbound 398 12. 3 0 413 4 0' Southbound 2060 62 85 0 2207 22 5 Eastbound 2438 73 121 0 2632 26 13 Westbound 2323 70 63 0 2456 25 31 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. = =s Project PM Traffic is estimated to be 1 %or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection. Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -21 A -22 1% Traffic Volume Analysis Intersection: 17. MacArthur & Bison 2817 85 2 - 0 2904 29 Existing Traffic Volumes Based on Average Winter /Spring 2007 2357 71 5 0 2433 Peakt Hour Approved .Cumulative 61 Existing Regional Projects Projects .Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume. Volume Volume Volume A -22 AM PEAK PERIOD Northbound 2817 85 2 - 0 2904 29 33. Southbound 2357 71 5 0 2433 24 61 .Eastbound 604. 0 7 0 611 6 6 Westbound 694 0 2 0 696 7 21 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2829. 85. 19 0 2933 29 84 Southbound 3252 98 28 0 3378 34 21 Eastbound 597 0 6 0 605 6 3 Westbound 770 0 1 0 771 8 11 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -22 Eastbound. 426. 0 4 0. 430 Westbound 1775. 0. 10 0 1785 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 2877 86 33 0 2996 06 1% Traffic Volume Analysis 28 4 0 Southbound. 3151 Intersection: 18. MacArthur & FordtBonita Canyon 23 0 3269 Eastbound 387 Existing Traffic Volumes Based on Average WintedSpring 2007 0 389 Peakt Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 2108 63 8 0 2179 22 39 Southbound — 2465 74 11 0 2550 26 80 Eastbound. 426. 0 4 0. 430 Westbound 1775. 0. 10 0 1785 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 2877 86 33 0 2996 Westbound 992 0 12 0 '1004 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. 4 0 18 0 30 06 33 28 4 0 Southbound. 3151 95 23 0 3269 Eastbound 387 0 2 0 389 Westbound 992 0 12 0 '1004 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. 4 0 18 0 30 06 33 28 4 0 10 2 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -23 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM. Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2016 60 46 0 2122 21 0 Southbound 2628 79 54 0 2761 28 Eastbound 1062 0 55 0 1117 11 Westbound 878 0 8 0 886 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. 30 87 0 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -24 1% Traffic Volume Analysis Intersection: 19. MacArthur & San Joaquin Hills Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach - Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1652 - 50 19 0 1721 17 0 Southbound 2520 76 43 0 2639 26 82 Eastbound 591 0 8 0 599 6 40. Westbound 750 0 8 0 758 8 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM. Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2016 60 46 0 2122 21 0 Southbound 2628 79 54 0 2761 28 Eastbound 1062 0 55 0 1117 11 Westbound 878 0 8 0 886 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. 30 87 0 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -24 1 %o Traffic Volume Analysis A -25 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 Peak1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1883 56 8 0 1947 19 1 Southbound 1765 53 7 0 1825 18 0 Eastbound 190 0 5 0 195 2 11 Westbound 426 0 1 0 427. 4 7 Project AM Traffic is estimated to be less than 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 1376'41 11 0 1428 14 4' Southbound 2017 61 11 0 2089 21 0 Eastbound. 1535 0 29 0 1564 16 9 Westbound 478 0 12 0 490 5 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -25 1% Traffic Volume Analysis Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -26 Intersection: 21. MacArthur & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved. Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peakt Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 908 27 3 0 938 9 11 Eastbound 1842 55 10 0 1907 19 2 Westbound 1986 60 12 0 2058 21 19. Project AM Traffic is estimated to be less than I% of Projected AM Peak 1 Hour Traffic Volume. _ => Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1832 55 4 0 1891 19 3 Eastbound 1864 56 13 0 1933 19 15 Westbound 1929 58 10 0 1997 20 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -26 1% Traffic Volume Analysis Intersection: 22. Santa Cruz &San Joaquin Hills Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 72 0 4 0 76 1 35 Southbound 55 0 2 0 57 1 0 Eastbound 748 0 2 0 750 8 54 Westbound 495 0 2 0 497 5 7. Project AM Traffic is estimated to be less than I% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 469 0 0 0 469 5 14. Southbound 72 0 2 0 74 1 0 Eastbound 578 0 2 0 580 6 32 Westbound 586 0 2 0 588 6 48 Project PM Traffic is estimated to be less than I% of Projected PM Peak 1 Hour Traffic Volume. =_> Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -27 FULL OCCUPANCY YEAR: 2010 1 % Traffic Volume Analysis Southbound Intersection: 23. Santa Rosa & San Joaquin Hills 0 0 0 Existing Traffic Volumes Based on Average Winter/Spring 2007 0 Eastbound Peak 1 Hour Approved Cumulative 0 20 Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 108 0 26 0 134 1 36 Southbound 115 0 0 0 115 1 0 Eastbound 428 0 20 0 448 4 49 Westbound 1032 0 26 0 1056 11 4 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. => Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. i PM PEAK PERIOD Northbound .567 0 67 0 634 6 59 Southbound 98 0 0 0 96 1 0 Eastbound 729 0 26 0 755 8 10 Westbound 580 0 64 0 644 6 14 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -28 I % Traffic Volume Analysis PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -29 Intersection: 24. Sad Miguel &San Joaquin Hills Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 322 0 0 0 322 3 0 Southbound 485 0 0 0 485 5 9 .Eastbound 729 0 2 0 731 7 0. Westbound 936. 0 4 0 940 9 0. Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD .Northbound 720 0. 28 0 748 7 6 Southbound 423 0 15 0 438 4 0, Eastbound 959 0 0 0 .959 10 0 Westbound 1115 0 16 0 1131 11 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -29 1 % Traffic Volume Analysis A -30 Intersection: 25. Avocado & San Miguel Existing. Traffic Volumes Based on Average Winter /Spring 2003 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak t Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 392 0 0 0 392 4 49 Southbound.. 118 0 0 0 118 1 8 Eastbound 208 0 0 0 208 2 10 Westbound 1089 0 0 0 1089 11 9 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated . to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PM PEAK PERIOD Northbound 891 0 0 0 891 9 10 Southbound 372 0 0 0 372 4 58 Eastbound 724 0 22 0 746 7 1 Westbound 742 0 16 0 758 8 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -30 1 % Traffic Volume Analysis Intersection: 26. Balboa/Superior & Coast Hwy Existing Traffic Volumes Based on Average Winter/Spring 2006 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 618 0 31 0 649 6 0 Southbound 479 0 26 0 505 5 0 .Eastbound 3468 139 168 0 3775 38 11 Westbound 849 34 28 0 911 9 18. Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PM PEAK PERIOD Northbound 535. 0. 10 0 545 5 0 Southbound 1138 0 162 0 1300 13 0 Eastbound 1649 66 73 0 1788 18 , 8 Westbound - 2446 98 62 0 2606 26 15' Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 %a greater of Projected PM Peak 1 Hour Traffic Volume.: Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -31 1 % Traffic Volume Analysis Eastbound 2562 77 7 0 2646 Intersection: 27. Newport & Coast Hwy 11 Westbound 1098 33 27 0 1158 12 18. Existing Traffic Volumes Based on Average Winter /Spring 2007 Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required Existing Regional Projects Projects Projected 1%of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume. Volume Volume Volume Westbound 2411 72 14 0 2497 25 15 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. AM PEAK PERIOD Project PM Traffic is estimated to be 1 %or greater of Projected PM Peak 1 Hour Traffic Volume. Northbound 0 0 0 0 0 0 0 Southbound 653 20 49 0 722 7 10 Eastbound 2562 77 7 0 2646 26 11 Westbound 1098 33 27 0 1158 12 18. Project AM Traffic is estimated to be less than I% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1087 33 118 0 1238 12 4 Eastbound 1534 46 77 0 1657 17 8 Westbound 2411 72 14 0 2497 25 15 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 %or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -32 1% Traffic Volume Analysis Intersection: 28. Riverside & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 8 0 0 0 8 0 0 Southbound 401 0 2 0 403 4 0 Eastbound 2392 96 94 0 2582 26 22 Westbound 1309 52 130 0 1491 15 26 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. =_> .Project AM. Traffic is estimated to be 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 i 0 !! I Southbound 524 0 2 0 526 5 0 Eastbound 1817 73 181 0 2071 21 13,'! Westbound 2523 101 - 134 0 2758 '28 27'! Project PM Traffic is estimated to be less than I% of Projected PM Peak 1 Hour Traffic Volume. ! '. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 1 % Traffic Volume Analysis A -34 Intersection: 29. Tustin & Coast Hwy Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour `.. Approved. Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 52 0 0 0 52 1 0 Eastbound 2268 91 86 0 2445 24 22 Westbound 1276 51 55 0 1382 14 26 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 7 0 0 0 7 0 0 Southbound 85 0 0 0 85 1 0 Eastbound 1587 63 91 0 1741 17 13 Westbound 2509 100 103 0 2712 27 27 Project PM Traffic is estimated to be less than 1 %of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -34 I% Traffic Volume Analysis Eastbound 2421 73 81 0 2575 Westbound 1720. 52 61 0 1833 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 119 0 0 0 119 26 22 18 32 1 0 Southbound 1310 0 41 0 1351 14 1 Eastbound 1630 49 118 0 1797. 18 13 Westbound 3341 100 92 0 3533 35 37 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -35 FULL OCCUPANCY YEAR: 2010 Intersection: 30. Dover /Bayshore & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak .1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 74 0 0 0 74 1 0. Southbound 976 0 24 0 1000 10 9 Eastbound 2421 73 81 0 2575 Westbound 1720. 52 61 0 1833 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 119 0 0 0 119 26 22 18 32 1 0 Southbound 1310 0 41 0 1351 14 1 Eastbound 1630 49 118 0 1797. 18 13 Westbound 3341 100 92 0 3533 35 37 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -35 FULL OCCUPANCY YEAR: 2010 1 % Traffic Volume Analysis PROJECT: North Newport Center TPO A -36 I FULL OCCUPANCY YEAR: 2010 Intersection: 31. Bayside & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak1 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 71 0 3368 34 31 Westbound 1483 59 39 0 1581 16 32. Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Tratfic. Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 523 0 5 0 528 5 0 Southbound 68 0 100 0 168 2. 0 Eastbound 2419 97 91 0 2607 26 13 Westbound 3129 ' 125 56 0 3310 33 37 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PROJECT: North Newport Center TPO A -36 I FULL OCCUPANCY YEAR: 2010 Eastbound 1905 57 10 0 1972 20 29 Westbound 1447 43 16 0 1506 15 1 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 680 I% Traffic Volume Analysis 34 0 714 7 0 Intersection: 32. Newport Center & Coast Hwy . 1874 56 26 0 1956 Existing Traffic Volumes Based on Average Winter /Spring 2007 Westbound 2041 61 13 Peakl Hour Approved Cumulative 2115 21 17 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 AAA PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 128 0 9 0 137 1 9 Eastbound 1905 57 10 0 1972 20 29 Westbound 1447 43 16 0 1506 15 1 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 680 0 34 0 714 7 0 Eastbound . 1874 56 26 0 1956 20 7 Westbound 2041 61 13 0 2115 21 17 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. FULL OCCUPANCY YEAR: 2010 PROJECT: North Newport Center TPO A -37 1% Traffic Volume Analysis PROJECT: North Newport Center TPO A -38 FULL OCCUPANCY YEAR: 2010 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 0 0 143 1 7 Eastbound 1480 59 6 0. 1545 15 28 Westbound 1398 56 15 0 1469 15 18 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) AnaWs is required PM PEAK PERIOD Northbound 362 0 0 0 ' 362 4 0 Southbound 705 0 1 0 706 7 48 Eastbound 1684 67 11 0 1762 18 2 Westbound 1603 64 7 0 1674 17 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. => Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -38 FULL OCCUPANCY YEAR: 2010 1 % Traffic Volume Analysis Eastbound 1782 Westbound 1742 71 Intersection: 34. Goldenrod 8, Coast Hwy 0 1861 19 18 Existing Traffic Volumes Based on Average Winter /Spring 2006 0 1819 18 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 l Hour Direction Volume .Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 133 0 0 0 133 1 0 Southbound 59 0 1 0 60 1 0,, Eastbound 1187 47 6 0 1240 12 14 ICI .Westbound 1990. 80 10 0 2080 21 19 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization(ICU) Analysis is required. . PM PEAK PERIOD I Northbound 135 0 0 0 135 1 0 Southbound. 75 0 0 0 75 1 0 Eastbound 1782 Westbound 1742 71 8 0 1861 19 18 70 7 0 1819 18 2 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -39 1% Traffic Volume Analysis A-40 Intersection: 35. Marguerite & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 249 0 0 0 249 2 0. Southbound 243 0 0 0 243 2 0 Eastbound. 1233. 49 5 0 1287 13 18' Westbound 1821 73 10 0 1904 19 2. Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD I Northbound 241 0 0 0 241 2 I 0 Southbound 254 0 0 0 254. 3 0 Eastbound 1799 72 7 0 1878 19 14�, Westbound 1460 58 7 0 1525 15 19 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. =_> Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (iCU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: I 2010 A-40 1 % Traffic Volume Analysis Northbound Intersection: 36. Newport Center & Santa Barbara 0 0 0 223 Existing Traffic Volumes Based on Average Winter /Spring 2007 Southbound 126 0 Peak 1 Hour Approved Cumulative 0 126 1 Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak t Hour Growth Peak 1 Hour Peak 1 Hour Peak 7 Hour Peak 1 Hour Peak1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required AM PEAK PERIOD Northbound 223 0 0 0 223 2 0 Southbound 126 0 0 0 126 1 0 Eastbound 227 0 0 0 227 2 2 Westbound 13 0 0 0 13. 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 291 0 0 0 291 3 Southbound 289 0 0 0 289 3 Eastbound 267 0 0 0 .267 3 Westbound 91 0 0 0 91 1 Project PM Traffic is estimated to be less than I% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required 1 0 0 9 9 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A-41 E)dsfing Approach Peak 1 Hour Direction Volume Northbound 69 Southbound 166 Easthwnd 117 1% Traffic Volume Analysis. Intersection: 37. Santa Cruz & Newport Center Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Regional Projects Projects Projected 1 %of Projected Project Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Volume Volume Volume Volume Volume Volume AM PEAK PERIOD 0 0 0 69 1 1 0 0 0 166 2 2 0 0 0. 117 1 0 Westbound 181 0 0 0 181. Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 274 0 0 0 274 Southbound 255 0 0 0 255 Eastbound 235 0 0 0 235 Westbound 299 0 0 0 299 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection. Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -42 2 0 3. 9_. 3 9 2 0 3 0 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis A-43 Intersection: 38. Newport Center & Santa Rosa Existing Traffic Volumes Based on Average Winter /Spring 2003 Peak t 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 122 0 0 0 122 1 6 ,I I Southbound 313 0 0 0 313 3 I 30 I .Eastbound. 85 0 0 D 85 1 0 Westbound 274 0 0 0 274 3 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound .278 0 0 0 278 ' 3 26 Southbound. 392 0 0 0 392 4 15 Eastbound 214 0 0 0 214 2 0 Westbound 298 0 0 0 298 3 0 Project PM Traffic is estimated to be less than 1 %of Projected PM Peak 1 Hour?rsffic Volume. = => Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection. Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A-43 .Northbound 1% Traffic Volume Analysis 4 10 Southbound 388 0 0 0 388 Intersection: 39. Newport Center &San Miguel 0 Eastbound 390 0 0 0 390. 4 Existing Traffic Volumes Based on Average Winter /Spring 2007 685 0 0 0 685 7 0 Peak 1 Hour Approved Cumulative 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: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 322 0 0 0 322 3 3 Southbound 130 0 0 0 130 1 17 .Eastbound. 69 0 0 0 69 1 2 Westbound 377 0 0 0 377 4 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. => Project AM Traffic is estimated . to be 1 % or greater of Projected AM Peak f Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD .Northbound 376 0 0 0 376 4 10 Southbound 388 0 0 0 388 4 0 Eastbound 390 0 0 0 390. 4 16 Wesbound 685 0 0 0 685 7 0 PROJECT: 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: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 rQ•' 1 % Traffic Volume Analysis A -45 Intersection: 40. Newport Center /Fashion Island & Newport Center Existing. Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 501 0 0 0 501 5 0 Southbound 15 0 0 0 15 0 1 Eastbound 229 0 0 0 229 2. 0 .Westbound .121_ 0. 0 0 121 1 10 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM. Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic. Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 431 0 0 0 431 4 1 Southbound 156 0 0 0 .156 2 9 Eastbound 342 0 0 0 342. 3 0 Westbound 511 0 0 0 511 5. 0 Project PM Traffic is estimated to be less than I% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -45 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. FULL OCCUPANCY YEAR: 2010 PROJECT: North Newport Center TPO A -46 Intersection: 1. MacArthur &Campus Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 9 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1000 40 16 150 1206 12 8 Southbound 1478 59 25 58 1620 16 20 Eastbound 1323 0 10 0 1333 13 0 Westbound 368. 0 2 0 370 4 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. _> Project AM Traffic is estimated to be 1 % or greater of. Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1361 54. 30 101 1546 15 21 Southbound .1905 76 26 155 2162 22 6 Eastbound 993 0 5 0 998 10 0 Westbound 1367 0 6 0 1373 14 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. FULL OCCUPANCY YEAR: 2010 PROJECT: North Newport Center TPO A -46 1% Traffic Volume Analysis Eastbound 554 0 7 0. 561 Westbound 232 0 0 0 232 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound' 1318 40 17 101 1476 Southbound 2306 69 28 155 2558 Eastbound 525 0 14 0 .539 6 0 2 0 1521 Intersection: 2. MacArthur & Birch 6 5 0 Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour .Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1892 57 11 150 2110 218 Southbound 1094 33 26 58 1211 12 20 Eastbound 554 0 7 0. 561 Westbound 232 0 0 0 232 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound' 1318 40 17 101 1476 Southbound 2306 69 28 155 2558 Eastbound 525 0 14 0 .539 6 0 2 0 1521 26 6 5 0 Westbound 937 0 2 0 939 9 0 I Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. - Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A-47 1% Traffic Volume Analysis PM PEAK PERIOD Northbound 1014 41 16 125 1196 12 Southbound 1097 44 18 155 1314 13 Eastbound 640 0 15. 0 655. 7 Westbound 899 0 8 21 928 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. I 21 6 0 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -48 Intersection: 3. MacArthur & Von Kerman Existing Traffic Volumes Based on Average Winter /Spring 2006 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 Paak4 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1903 76 9 168 2156 22 8 Southbound 627 25 14 58 724 7 20 Eastbound 155 0 5 0 160 2 0 Westbound 302. 0 3 25 330 3 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PM PEAK PERIOD Northbound 1014 41 16 125 1196 12 Southbound 1097 44 18 155 1314 13 Eastbound 640 0 15. 0 655. 7 Westbound 899 0 8 21 928 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. I 21 6 0 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -48 1 % Traffic Volume Analysis Intersection: 4. Jamboree & Campus Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak Y Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1520 61 26 173 1760 18 6 Southbound 2134 85 46 71 2336 23 20 Eastbound 290 0 4 0 294 3 0 Westbound 845. 0 3 0 848 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 2025 81 45 119 2270 23 21 Southbound 2413 97 42 179 2731 27 6 Eastbound 1086 0 2 0 1086 11 0 Westbound 769 0 5 0 774 8 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A-49 I % Traffic Volume Analysis Eastbound 194 0 0 0 194 Intersection: 5. Jamboree & Birch 0 Westbound 7 0 0 0 7 0 0 Existing Traffic Volumes Based on Average Winter /Spring 2006 Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required. Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak Hour Direction Volume Volume Volume Volume Volume Volume Volume 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. AM PEAK PERIOD Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Northbound 1648 66 28 173 1915 19 8 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 Eastbound 194 0 0 0 194 2 0 Westbound 7 0 0 0 7 0 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1844 74 ` 52 119 2089 21 21 Southbound 2346 94 45 179 2664 27 6 Eastbound 509 0 1 0 510.. 5 0 Westbound 14 0 0 0 14 0 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. '. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -50 1 % Traffic Volume Analysis A -51 Intersection: 6. MacArthur & Jamboree Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project - Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1648 49 28 166 1891 19 8 Southbound 2051 62 42 82 2237 22 20 Eastbound. 194 6 35 174 409 4 8 Westbound 7 0 56 71 134 1 20 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated . to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1844 55 36 ' 138 2073 21 21 Southbound 2346 70 77 176 2669 27 6 Eastbound 509 15 47 106 677 7 21 Westbound 14 0 45 179 238 2 6 Project PM Traffic is estimated to be less than 1 %of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -51 1 % Traffic Volume Analysis A -52 Intersection: 7. Bayview, & Bristol South (EB). Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projected. Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 480 0 0 0 480 5 0 Southbound 0 0 0 0 0 0 0 Eastbound 3107 0 78 0 3185 32 32 Westbound g 0. 0 0 0 0 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic. Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 641 0 0 0 641. 6 0 Southbound 0 0 0 0 0 0 0 Eastbound 3057 0 80 0 3137 31 18 Westbound 0 0 0 0 0 0 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -52 1% Traffic Volume Analysis PROJECT: North Newport Center TPO A -53 FULL OCCUPANCY YEAR: 2010 Intersection: 8. Jamboree & Bristol North (WB) Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 3370 135 52 173 3730 37 29 Southbound 1050 42 51 51 1194 12 20 Eastbound 0 0 0 0 0 0 0. Westbound 0 0 0 0 0 0 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2849 114 70 107 3140. 31 58 Southbound 1971 79 54 177 2281 23 6 Eastbound 0 0 0 0 0 0 0 '. I Westbound 0 0 0 0 0 0 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -53 FULL OCCUPANCY YEAR: 2010 I% Traffic Volume Analysis A -54 Intersection: 9. Jamboree & Bristol South (EB) Existing Traffic Volumes Based on Average Winter/Spring 2006 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 2187 87 75 173 2522 25 26 Southbound 675 27 51 51 804 8 20 Eastbound 2831 0 78 0 2909 29 31 Westbound 0 0. 0 0 0 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required I PM PEAK PERIOD Northbound' 1958 78 118 107 2261 23 28 Southbound 1241 50 52 177 1520 15 6 Eastbound 3273 0' 80 0 3353 34 15 Westbound 0 0 0 0 0 0 0 Project PM Traffic is estimated to be less than I% of Projected PM Peak 1. Hour Traffic Volume. Project PM Traffic is estimated to be 1 %or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -54 1% Traffic Volume Analysis 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. Intersection: 10. Jamboree & Bayview 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 1758 53. 118 107 2036 20 Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth. Peak 1 Hour Peak 1 Hour -Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. AM PEAK PERIOD Intersection Capacity Utilization (ICU) Analysis is required. Northbound 1935 58 75 173 2241 22 30 Southbound 2006 60 51 51 2168 22 52 Eastbound 88 0 0 0 88 1 0 Westbound 100 0 0 0 100 1 0 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 ESM Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD .Northbound 1758 53. 118 107 2036 20 57 Southbound 2383 71 52 177 2683 27 25 Eastbound 399 0 0 0 399 4 0 Westbound 170 0 0 0 170 2 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 ESM 1 % Traffic Volume Analysis Intersection: 11. Jamboree & Eastbluff/University 1659 50 Existing Traffic Volumes Based on Average Winter/Spring 2007 1883 Peak 1 Hour Approved Cumulative 52 Eastbound Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1718 52 70 248 2088 21 35 Southbound 1659 50 113 51 1883 19 52 Eastbound 534 0 1. 0 535 5 0 Westbound 618 0 5 22 645 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 % a greater of Projected AM Peak 1 Hour Traffic. Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound' 1678 50 123 155 2006 Southbound 2477 74 109 177 2837 Eastbound 351 0 0 0 351 Westbound 438 0 10 80 528 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. 6 0 20 59 28 25 4 0 5 2 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -56 1% Traffic Volume Analysis AM PEAK PERIOD Northbound Intersection: 12. Jamboree & Bison 38 42 Southbound 1993 60 105 73 2231 22 Existing Traffic Volumes Based on Average Winter /Spring 2007 187. 0 0. 0 187 2 0 Peak 1 Hour Approved ` Cumulative 4 1 Northbound Existing Regional Projects Projects Projected 1% of Projected Project - Approach Peak 1 Hour - Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume .Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1547 46 60 2112 3765 38 42 Southbound 1993 60 105 73 2231 22 53 Eastbound 187. 0 0. 0 187 2 0 Westbound 319 0 5 37 361 4 1 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 1807 54 108 132 2101 21 62 Southbound 2302 69 107 257 2735 27 27 Eastbound 102 0 1 0 103 1 0 Westbound 464 0 6 23 493 5 5 PROJECT: 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. North Newport Center TPO FULL OCCUPANCY YEAR: , 2010 A -57 1 % Traffic Volume Analysis Intersection: 13. Jamboree & Eastbluff/Ford Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved. Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour. Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1762 53 70 212 2097 21 42. Southbound 1769 53 105 62 1989 20 54 Eastbound 742 0 9 18 769 8 0 Westbound 522 0 12 117 651 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 l Hour Traffic Volume:. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 2355 71 125 ' 168 2719 7 0 27 62 Southbound— 2225 67 94 220 2606 26 32 Eastbound 533 0 4 63 600. 6 0 Westbound 373 0 4 71 448 4 0 Project PM Traffic is estimated to be less than I% of Projected PM Peak 1. Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection. Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -58 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis Eastbound 350 0 0 0 350 Westbound 182 0 38 34 254 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 3 42 Northbound 1800 Intersection: 14. Jamboree & San Joaquin Hills 243 148 2245 22 Southbound Existing Traffic Volumes Based on Average Winter /Spring 2007 255 232 2974 30 Peak 1 Hour Approved Cumulative 253 0 12 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 Peak1 Hour - Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1313 39 163 178 1693 17 0 Southbound 1929 58 275 103 2365 24 54 Eastbound 350 0 0 0 350 Westbound 182 0 38 34 254 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 3 42 Northbound 1800 54 243 148 2245 22 Southbound 2415 72 255 232 2974 30 Eastbound 253 0 12 0 265 3 Westbound 295 0 98 20 413 4 0 32 0 62 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. .Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Canter TPO FULL OCCUPANCY YEAR: 2010 A-59 1 % Traffic Volume Analysis Westbound 146 0 6 0 152 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 1246 37. 91 148 1522 15 Southbound 2100 63 88 194 2445 Eastbound 38 0 3 0 41 Westbound 974 0 8 0 982 Project PM Traffic is estimated 4o 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. FULL OCCUPANCY YEAR: 2010 17 24 0 Intersection: 15. Jamboree & Santa Barbara 0 10 5 Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1554 47 53 178 1832 18 1 Southbound 1392 42 123 94 1651 17 0 Eastbound 73 0 6 0 79 1 0 Westbound 146 0 6 0 152 2 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 1246 37. 91 148 1522 15 Southbound 2100 63 88 194 2445 Eastbound 38 0 3 0 41 Westbound 974 0 8 0 982 Project PM Traffic is estimated 4o 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. FULL OCCUPANCY YEAR: 2010 17 24 0 0 0 10 5 PROJECT: North Newport Center TPO. A -60 1% Traffic Volume Analysis A -61 Intersection: 16. Jamboree & Coast Hwy Existing Traffic Volumes. Based on Average Winter/Spring 2007 Peakt 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 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 488 15 1 0 504 5 0 Southbound 1101 33 106 94 1334 13 17 Eastbound 3049 91 89 120 3349 33 30. Westbound 1252 38 33 471 1794 18 15 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. __> Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 398 12 3 0 413 4 0 Southbound 2060 62 85 194 2401 24 5 Eastbound 2438 73 121 390 3022 30 13 Westbound 2323 70 63 317 2773 28 31 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. =_> Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -61 1 % Traffic Volume Analysis Westbound 694 0 2 52 748 Intersection: 17. MacArthur& Bison 21 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 7 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 2817 85 2 151 3055. 31 33 Southbound 2357 71 5 49 2482 25 61 Eastbound 604 0 7 11 622 6 6 Westbound 694 0 2 52 748 7 21 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2829 85 19 93 3026 30 84 Southbound 3252 98 28 170 3548 35 21 Eastbound 597 0 8 37 642 6 3 Westbound 770 0 1 32 803 8 11 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -62 1% Traffic Volume Analysis Southhound 2465 74 11 45 2595 26 80 Eastbound 426 0 4 15 445 4 0 Westbound 1775 0 10 222 2007. Intersection: 18. MacArthur & Ford/Bonita Canyon 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 2108 63 8 183 2362 24 39 Southhound 2465 74 11 45 2595 26 80 Eastbound 426 0 4 15 445 4 0 Westbound 1775 0 10 222 2007. 20 0. Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to he 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PM PEAK PERIOD Northbound 2877 86 33 145 3141 31 86 Southbound 3151 95 23 155 3424. 34 28 Eastbound 387 0 2 54 .443 4 0 Westbound 992 0 12 169 1173 12 2 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -63 Southbound 2628 79 54 190 2951 30 30 Eastbound 1062 0 55 100 1217 12 Westbound 878 0 8 139 1025 10 Project PM Traffic . is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A•64 87 0 FULL OCCUPANCY YEAR: 2010 I % Traffic Volume Analysis Intersection: 19. MacArthur 8 San Joaquin Hills Existing Traffic Volumes Based on Average WintedSpring 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 1652 50 19 145 1866 19 0 Southbound 2520 76 43 99 2738 27 82 Eastbound 591 0 8 46 645 6 40. Westbound 750 0 8 191 949 9 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM. Traffic is estimated to be I % or greater of Projected AM Peak I Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2016 60. 46 183 2305 23 0 Southbound 2628 79 54 190 2951 30 30 Eastbound 1062 0 55 100 1217 12 Westbound 878 0 8 139 1025 10 Project PM Traffic . is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A•64 87 0 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis Southbound 1765 53 7 142 1967 Eastbound 190 0 5 12 207 Westbound 426 0 1 0 427 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 PERK)D Northbound 1376 41 11 205 1633 Southbound 2017 61 11 182 2271 Eastbound 1535 0 29 37 1601 Westbound 478 0 12 0 490 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. 20 0 2 11 4 7 16 4 Intersection: 20. MacArthur & San Miguel 0 Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1. Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1883 56 8 182 2129 21 1 Southbound 1765 53 7 142 1967 Eastbound 190 0 5 12 207 Westbound 426 0 1 0 427 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 PERK)D Northbound 1376 41 11 205 1633 Southbound 2017 61 11 182 2271 Eastbound 1535 0 29 37 1601 Westbound 478 0 12 0 490 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. 20 0 2 11 4 7 16 4 23 0 16 9 5 0 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A-65 Southbound 1832 55 4 .220 2111 Eastbound 1864 56 13 456 2389 Westbound 1929 58 10 286. 2283 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. FULL OCCUPANCY YEAR: 2010 21 1% Traffic Volume Analysis 24 15 23 2.. Intersection: 21. MacArthur & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved. Cumulative Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound. 0 0 0 0 0 0 0 Southbound 908 27 3 152 1090 11 11 Eastbound 1842 55 10 145. 2052 21 2. Westbound 1986 60 12 474 2532 25 19. Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1832 55 4 .220 2111 Eastbound 1864 56 13 456 2389 Westbound 1929 58 10 286. 2283 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. FULL OCCUPANCY YEAR: 2010 21 3 24 15 23 2.. PROJECT: North Newport Center TPO A -66 1% Traffic Volume Analysis Intersection: 22. Santa Cruz & San Joaquin Hills 72 0 Existing Traffic Volumes Based on Average Winter /Spring 2007 76 Peak 1 Hour Approved Cumulative 35 Southbound 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 I�ni]i3 t3dd W Northbound 72 0 4 0 76 1 35 Southbound 55 0 2 10 67 1 0 Eastbound 748 0 2 9 759 8 54 Westbound 495 0 2 41 538 5 7 A -67 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 %or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 469 0 0 0 469 5 14 Southbound 72 0. 2 9 83 1 0 Eastbound 578 0 2 38 618 6 ` 32 Westbound 586 0 2 30 618 6 48 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 HourTreffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. .PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -67 1% Traffic Volume Analysis A -68 Intersection:. 23. Santa Rosa & San Joaquin Hills Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Paak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 108 0 26 11 145 1 36 Southbound 115 0 0 15 130 1 0 Eastbound 428 0 20 19 467 5 49. Westbound 1032. 0 26 91 1149 11 4.. Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM. Traffic is estimated . to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD Northbound 567 0 67 42 ' 676 7 59 Southbound 98 0 0 12 110 1.. 0 Eastbound 729 0 26 47 802 8 10 Westbound 580 0 64 69 713 7 14 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. =s Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -68 1 %o Traffic Volume Analysis Eastbound 729 0 2 63. 784 Westbound 836 0 4 191 1131 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 720 0 28 0 748 Southbound 423 0 15 0 438 Eastbound 959 0 0 216 1175 8 0 Intersection: 24. San Miguel &San Joaquin Hills 0 Existing. Traffic Volumes Based on Average Winter /Spring 2007 Peak 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 Peak1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 322 0 0 0 322 3 0 Southbound 485 0 0 0 485 5 8 Eastbound 729 0 2 63. 784 Westbound 836 0 4 191 1131 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 720 0 28 0 748 Southbound 423 0 15 0 438 Eastbound 959 0 0 216 1175 8 0 11 0 7 6 4 0 12 0 Westbound 1115 0 16 137 1268 13 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. 0 PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -69 I% Traffic Volume Analysis Wesdwund 1089 0 0 37 1126. 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 6 691 0 0 0 891 9 Intersection: 25. Avocado & San Miguel 10 Southbound 3 372 0 0 0 372 4 4 5 58 Existing Traffic Volumes Based on Average Winter /Spring 2003 6 ` 1 1 Westbound 7 742 0 16 22 780 8 Peak 1 Hour Approved Cumulative 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Existing Regional Projects Projects Projected 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 392 0 0 0 392 4 49 Southbound 118 0 0 0 118 1 8 Eastbound 208 0 0 12 220 2 10 Wesdwund 1089 0 0 37 1126. 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 6 691 0 0 0 891 9 9 1 10 Southbound 3 372 0 0 0 372 4 4 5 58 Eastbound 7 724 0 22 37 783 6 6 ` 1 1 Westbound 7 742 0 16 22 780 8 8 0 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. --> P P c -- role ra cis estima to 0 or grey er o role as our ra c o uma. Intersection Capacity Utilization (ICU) Analysis is required. .FULL OCCUPANCY YEAR: 2010 PROJECT: North Newport Center TPO A -70 1% Traffic Volume Analysis Existng Approach Peak l Hour Direction Volume Northbound 61E Southbound 47E Eastbound 346E 1% Traffic Volume Analysis 849 34 28 231 1142 11 18 Intersection: 26. Balboa/Superior & Coast Hwy Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Existing Traffic Volumes Based on Average Winter /Spring 2006 Peak 1 Hour Approved Cumulative Intersection Capacity Utilization (ICU) Analysis is required. .Regional Projects Projects Projected 1% of Projected Project Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak t Hour Volume Volume Volume Volume Volume Volume Eastbound 1649 66 73 219 2007 20 AM PEAK PERIOD Westbound 2446 98 62 142 2748 27 0 31 14 663 7 0 0 26 52 557 6 0 139 168 102 3877 39 11 .Westbound 849 34 28 231 1142 11 18 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated . to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 535 0 10 15 560 6 0. Southbound 1138 0 162 221 1521 15 0 Eastbound 1649 66 73 219 2007 20 8 Westbound 2446 98 62 142 2748 27 15 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required: PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -71 I% Traffic Volume Analysis Intersection: 27. Newport & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected I% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 653 20 49 17 739 7 10 .Eastbound 2562. 77 7 67. 2713 27 11 Westbound 1098. 33 27 235 1393 14 18. Project AM Traffic is estimated to be less than 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 33 118 85 1323. 13 4 Eastbound 1534 46 77 238 1895 19 8 Westbound 2411 72 14 145 2642 26 15 _> Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -72 1% Traffic Volume Analysis .Eastbound 2392 96 94 89 .2671 27 22 Westbound 1309 52 130 281 1772 18 26 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 47 0. 0 0 47 0 0 Southbound 524 0 2 4 530 Intersection: 28. Riverside 8 Coast Hwy 0 Eastbound 1817 73 181 327 2398 24 13 Existing Traffic Volumes Based on Average Winter /Spring 2006 30 27 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Peak 1 Hour Approved .Cumulative Project PM Traffic is estimated to be 1% or greater 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 8 0 0 0 8 0 0 Southbound 401 0 2 5 408 4. 0 .Eastbound 2392 96 94 89 .2671 27 22 Westbound 1309 52 130 281 1772 18 26 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 47 0. 0 0 47 0 0 Southbound 524 0 2 4 530 5 0 Eastbound 1817 73 181 327 2398 24 13 Westbound 2523 101 134 195 2953 30 27 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -73 1% Traffic Volume Analysis A -74 Intersection: 29. Tustin & Coast Hwy Existing Traffic Volumes. Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected ' 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour -. Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume. AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 52 0 0 0 52 1 0 Eastbound 2268 91 86 94 2539 25 22 Westbound 1276 51 55 280 1662 17 I 26 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound. 7 0 0 0 7 0 0 Southbound 85 0 0 0 85 1 0 ICI Eastbound 1587 63 91 .332. 2073 21 13 Westbound 2509 100 103 197 2908 ` 29 27 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. .Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: it 2010'I A -74 I% Traffic Volume Analysis A -75 Intersection: 30. Dover /Bayshore & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %ofProjected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peakt Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 74 0 0 0 74 1 0 Southbound 976 0 24 28 1028 10 9 Eastbound 2421 73 81 94 2669 27 22 Westbound ` 1720 52 61 360 2193 22 32 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 119 0 0 0 119 1 0 Southbound 1310 0 41 83 1434 14 1 Eastbound 1630 49 118 332 2129 21 13 Westbound 3341 100 92 .248 3781 38 37 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. .Intersection Capacity Utilization (ICU) Analysis is required PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -75 1% Traffic Volume Analysis Eastbound 3170 127 71 116 .3484 Intersection: 31. Bayside & Coast Hwy 31 Westbound 1483 59 39 351 1932 19 Existing Traffic Volumes Based on Average Winter/Spring 2006 Project AM Traffic is estimated to be less than I% 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 2 0 Eastbound 2419 97 91 385 2992 30 AM PEAK PERIOD Westbound 3129 125 56 238 3545 Northbound 446 0 4 0 450 5 0 Southbound 46 0 62 5 113 1 0 Eastbound 3170 127 71 116 .3484 35 31 Westbound 1483 59 39 351 1932 19 32. Project AM Traffic is estimated to be less than 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 523 0 5 0 528 5 0 Southbound 68 0 100 4 172 2 0 Eastbound 2419 97 91 385 2992 30 13 Westbound 3129 125 56 238 3545 35 37 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection. Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -76 PROJECT: North Newport Center TPO A -77 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis 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 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 128 0 9 0 137 1 9 Eastbound 1905 57 10 156 2128 21 29 Westbound 1447 43 16 469 1975 20 1. Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 680 0 34 0 714 7 0 Eastbound 1874 56 26 513 2469 25 7 Westbound 2041 61 13 317 2432 24 17 �> Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -77 FULL OCCUPANCY YEAR: 2010 1% Traffic Volume Analysis A -78 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 0 0 143 1 7 Eastbound 1480 59 6 156 1701 17 28 Westbound 1398 56 15 469 1938. 19 18 Project AM Traffic is estimated to be less than 1 %ofProjected 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 352 ' 0. 0 0 362 4 0 Southbound 705 0 1 0 706 7 48 Eastbound 1684 67 11 513 2275 23 ` 2 Westbound 1603 64 7 317 1991 20 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -78 1 % Traffic Volume Analysis Eastbound Westhound 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 1187 1990 47 < 6 80 10 159 502 1399 2582 14 14 Intersection: 34. Goldenrod & Coast Hwy 19 Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 133 0 0 0 133 1 0 Southbound 59 0 1 0 60 1 0 Eastbound Westhound 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 1187 1990 47 < 6 80 10 159 502 1399 2582 14 14 26 19 1 0 Southbound.. 75 0 0 0 75 1 0 Eastbound 1782 71 8 527 2388 24 18 Westbound 1742 70 7 317 2136 21 2 Project PM Traffic is estimated to be less than I% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -79 1 % Traffic Volume Analysis PROJECT: North Newport Center TPO A -80 FULL OCCUPANCY YEAR: 2010 Intersection: 35. Marguerite & Coast Hwy Existing Traffic Volumes Based on Average WintedSpring 2006 Psak 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 Hour Direction Volume. Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 249 0 0 0 249 2 0 Southbound 243 0 0 3 246 2 0 :Eastbound 1233 49 5 159 1446 14 14 Westbound 1821. 73 10 515 2419 24 19. I Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required PM PEAK PERIOD Northbound 241 0 0 0 241 2 0 Southbound 254 0 0 13 267 3 0 Eastbound 1799 72 7 527 2405 24 18 Westbound 1460 58 7 324 1849 18 2 = => Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection. Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO A -80 FULL OCCUPANCY YEAR: 2010 1 % Traffic Volume Analysis .Eastbound 227 0 0 0 227 2 2 Westbound 13 0 0 0 13. 0 1 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM. Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 291 0 0 0 291 3 0 Southbound 289 Intersection: 36. Newport Center & Santa Barbara 0 0 289 3 Existing Traffic Volumes Based on Average Winter /Spring 2007 267 0 0 Peak 1 Hour Approved Cumulative 267 3 9 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 Peak1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Norhbound 223 0 0 0 223 2 0 Southbound 126 0 0 0 126 1 0 .Eastbound 227 0 0 0 227 2 2 Westbound 13 0 0 0 13. 0 1 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. Project AM. Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 291 0 0 0 291 3 0 Southbound 289 a 0 0 289 3 0 Eastbound 267 0 0 0 267 3 9 Westbound 91 0 0 0 91 1 9 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -81 1% Traffic Volume Analysis 117 0 0 0 117 1 0' Intersection: 37. Santa Cruz & Newport Center 181 0 0 0 181 2 0. Existing. Traffic Volumes Based on Average Winter/Spring 2007 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 9 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD 255 0 0 0 255 3 9 Northbound 69 0 0 0 69 1 1 Southbound 166 0 0 0 166 2 2 Eastbound 117 0 0 0 117 1 0' Westbound 181 0 0 0 181 2 0. Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required i PM PEAK PERIOD Northbound 274 0 0 0 274 3 9 Southbound 255 0 0 0 255 3 9 Eastbound 235 0 0 0 235 2 0 Westbound 299 0 0 0 299 3 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 i A -82 1% Traffic Volume Analysis Eastbound 85 Intersection: 38. Newport Center & Santa Rosa 0 0 85 1 0 Existing Traffic Volumes Based on Average Winter /Spring 2003 0 0 0 274 Peak 1 Hour Approved Cumulative 0 Existing Regional Projects Projects Projected 1% of Projected Project -. Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Aeakt Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 122 0 0 0 122 1 6 Southbound 313 0 0 0 313 3 30 Eastbound 85 0 0 0 85 1 0 Westbound 274 0 0 0 274 3 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required.. PM PEAK PERIOD I! Northbound 278 0 0 0 Southbound 392 0 0 Eastbound 214 0 0 westbound 298 0 0 0 0 0 278 392 214 298 3 26 4 15 2 0 3 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. =_> Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -83 1 % Traffic Volume Analysis A -84 intersection: 39. Newport Center & San Miguel Existing. Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved < Cumulative Existing Regional Projects Projects Projected 1 %^ of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 322 0 0 0 322 3 3 Southbound 130 0 0 0 130 1 17 Eastbound 69 0 0 0 69 1 2 Westbound 377 0 0 0 377 ` 4 0 Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume. _ => Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 376 0 0 0 376 4 10 Southbound 388 0 0 0 388 4 0 Eastbound 390 0 0 0 390 4 16 Westbound 685 0 0 0 685 7 0 Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume. i Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. i Intersection Capacity Utilization (ICU) Analysis is required. i I I PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -84 1% Traffic Volume Analysis A -85 Intersection: 40. Newport Center /Fashion Island & Newport Center Existing Traffic Volumes Based on Average Winter /Spring 2007 Peak 1 Hour Approved Cumulative Existing. Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 501 0 0 0 501 5 0 Southbound 15 0 0 0 15 0 1 Eastbound 229 0 0 0 229 2 0 Westbound 121 0 0 0 121 1. 10 Project AM Traffic is estimated to be less than 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 I Northbound 431 0 0 0 431 4 1 Southbound 156 0 0 0 156 2 9 Eastbound 342 0 0 0 342 3 0 Westbound 511 ' 0 0 0 511 5 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 HourTraffic Volume. Project PM Traffic is estimated to be 1% or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection. Capacity Utilization (ICU) Analysis is required. PROJECT: North Newport Center TPO FULL OCCUPANCY YEAR: 2010 A -85 1. MacArthur 4 Campus Existing AM PK HOUR PM PK AM PK HOUR PM PK HOUR CAPACITY LANES .CAPACITY VOL V/C VOL V/C NBL 1 .1600 53 .033 155 .097* NET 4 6400 897 .140* 1171 .183 NBR 1 1600 50 - .031 35 .022 SBL 1 1600 261 .163* 131 .082. SET 4 6400 918 .143 1108 .173* HER 1 1600 299 .187. ' 666 .416. EBL 2 3200 458 .143 336 .105* SET 3 4800. 778 .180* 455. .137 EBR 0 0 87 202. 2 WBL 2 3200 43 .013* 132 .041 WET 3 4800 225 .047 1080 .225 *. WBR f 100 155 Turn Adjustment Right Turn Adjustment SBR SBR .164* Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL. V/C VOL V/C NBL 1 1600 55 .034 157 .098* NET 4 6400 947 .148* 1244 .194 NBR 1 1600 50 .031 37 .023 SBL 1 1600 261 .163* 131 .082 SET 4 6400 978 .153 1175 .184* SBR 1 1600 301 .188 669 .418 EBL 2 3200 461 .144 338 .106* EST 3 4800 782 :181* 475 .141 EBR 0 0. 89 204 WBL 2 3200 44 .014* 135 .042 WET 3 4800 227 .047 1082 .225* WBR f 100 156 Right Turn Adjustment SBR .154* TOTAL CAPACITY UTILIZATION .496 .764 TOTAL CAPACITY UTILIZATION .506 .767 Existing 4 Growth +Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 55 .034 157 .098* NBT 4 6400 955 .149* 1265 .198 NBR 1 1600 50 .031 37 .023 SBL 1 1600 261 .163* 131 .082 SET 4 6400 998 .156 1181 .185* SBR 1 1600 301 .188 669 .418 EEL 2... 3200 461 .144 339 .106* EST 3 4800 782 .181* 475 .141 EBR 0 0 89 204 WBL 2 3200 44 .014* 135 .042 WBT 3 4800 227 .047 1082 .225* WBR f 100 .156 Right Turn Adjustment SBR .153* TOTAL. CAPACITY UTILIZATION 507 .767 A -86 Existing + Growth . +.Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 55 .034 157 .098* NBT 4 6400 1097 .171* 1345 .210 NBR 1 1600. 50 .031 37 .023 SBL 1 1600 261 .163* 131 ` .082 SET 4 6400 1036 .162 1330 .208* SBR 1 1600 301 .188 669 .418 EBL 2 3200 461 .144 338 .106* SET 3 4800 782 .181* 475 .141 EBR 0 0 89 204 WBL 2 3200 44 .014* 135 .042 NET 3 4800 227 .047 1082 .225* WBR f 100 156 Right Turn Adjustment SBR .130* TOTAL CAPACITY UTILIZATION .529 .767 1. McArthur & Campus Existing + Growth + Approved + Camalative + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 55 .034. 157 .098 *. NBT 4 6400 1105 .173* 1366 .213 NBR 1 1600 50 .031 37 .023 SBL 1 1600 261 .163* 131 .082 SBT 4 6400 1056 .165 1336 .209* SBR 1 1600 301 .188 669 .418 EBL 2 3200 ` 461 ` .144 338 .106* EST 3 4800 782 .181* 475 .141 EBR 0 0 89, — 204 NBL 2 3200 44 .014* 135 .042 NBT 3 4800 227 .047 1082 .225* NBR f 100 156 Right Turn Adjustment SBR .129* A -87 2. MacArthur 6 Birch Existing AM PK HOUR PM PK HOUR LANES .CAPACITY VOL V/C VOL V/C NBL 1 1600 47 .029 113 .071* NET 3 4800 1741. .363* 1183 .246 HER f 104 22 SBL 1. 1600 146 .091* 69 .043 '. SBT 4 6400 771 .148 2067 .350* SBR 0 '0 177 170 EEL 0 0 .123 294 BHT 3 4800 372. .115* .207. .109' EBR 0 0 59 24 WBL 1 1600 21 .013 103 .064. WBT 2 3200 164 .051* 694 .217* WBR f 47 140 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION ..620 .747 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 113 .071* NET 3 4800 1811 .377* 1256 .262 HER f 104 22 SBL. 1 1600 146 .091* 69 .043 SET 4 6400 835 .159 2156 .365* SBR 0 0 182 177 EEL 0 0 128 306 EST 3 4800 372 .117* 208 .113* EBR 0 0 61 26 WBL 1 1600 21 .013 103 .064 WBT 2 3200 164 .051* 696 .218* WEN f 47 140 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .636 .767. A -88 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 113 .071* NET 3. 4800. 1803 .376* 1235..257. NBR f 104 22 SBL 1 1600 146 .091* 69 .043 SET. 4 6400 815 .156 2150. .364* SBR 0 0 182 177 EEL 0 0 128 306 EST 3 4800 372 .117* 208 .113* _EBR 0 0 6126 WBL 1 1600 21 .013 103 .064 NET 2 3200 164 .051* 696 .218* WBR f 47 140 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .635 .766 Existing + Growth. + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 113 .071* NBT 3 4800. 1953 ,.407 *. 1336 .278 NBR f 104 22 SBL 1 1600 146 .091* 69 .043 SET 4 6400 873 .165 2305 .388* SBR 0 0. 182 177 EEL 0 0 128 306 BHT 3 4800 372. .117* 208 .113* EBR 0 0 61 26 WBL 1 1600 21 .013 103 .064 WBT 2 3200 164 .051* 696 .218* WBR f 47 140 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .666 790 2. MacArthur 6 Birch Existing + Growth + Approved + Cumulative + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030 113 .071* NBT 3 4800 1961 .409* 1357 .283 NBR f 104 22 SBL 1 1600 146 .091* 69 .043 SBT 4 6400 893 .168 2311 .389* SBR 0... 0 182 177 EBL 0 0 128 306 EBT 3 4800 372 .117* 208 .113* EBR 0 0. 61 26 WBL 1 1600 21 .013 103 .064 WBT 2 .3200 164 .051* 696 .218* WBR f 47 140 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .668 .791 A -89 3. MacArthur a Von Karmen. Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 129 .081 71 .044* NBT 3 4800 974 .203* 788 .164 NBR f 800 155 SBL 1 1600 36 .023* 34 .021 SBT 3 4800 394 .082 962 .200* SBR f 197 101 EBL 1 1600 35 .022 137 i .086 SET 2 3200 84 .026* 222 ,069* EBR f 36 281 WBL 1 1600 102 .064* 682 .426* WET 2 3200 184 .058 152 .048 WBR f 16 65 TOTAL CAPACITY UTILIZATION .316 .739 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 130 .081 75 ,047* NET 3 4800 1029 .214* 853 .178 NBR f 801 155 SBL 1 1600 36 .023* 34 .021 SET 3 4800 441 ` .092 1020 ` .213* SBR f .199 105 EEL 1 1600 38 .024 144 .090 SET 2 3200 86 .027* 228 .071* EBR f 36 283: WBL 1 1600 104 .065* 686 .429* WET 2 3200 185 .058 156 .049 WBR f 16 65 TOTAL CAPACITY UTILISATION .329 .760 A -90 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL. VIC VOL VIC NBL 1 1600 130 .081 75 .047* NET 3 4800 1021 .213* 832 .173 HER f 801 155 SBL 1 1600 36 .023* 34 .021 SET 3 4800 421 .088 1014 .211* SBR f 199 105 EEL 1 1600 38 .024 144 .090 EST 2 3200 86 .027 *' 228 .071* EBR f 36 283 WBL 1 1600 104 .065 *. 686 .429 *. WBT 2 3200. 185 .058 156 .049 WBR f 16 65 TOTAL. CAPACITY UTILISATION .32E 758 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR. LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 130 .081 75 .047* NET 3 4800 1171 .244* 933 .194 HER f 819 179 SBL 1 1600 36 .023* 34 .021 SET 3 4800 479 .100 1169 ` .244* SBR f 199 105 EEL 1 1600 38 .024 144 .090 SET 2 3200 86 .027* 228 .071* EBR f 36 283 WBL 1 1600 129 .081* 707 .442* WET 2 3200 185 .058 156 .049 WBR £ 16 65 TOTAL. CAPACITY UTILIZATION .375 : .:.804 3. MacArthur 6 Von Karman TOTAL CAPACITY UTILIZATION .377 .805 A -91 5. Jamboree 6 Birch Existing AM PK HOUR PM PR AM PK HOUR PM PK HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 275 .172* 216 .135* NBT 3 4800 1372 .286 1625 .339 NBR 0 0 1 3 1 SBL 1 1600 4 .003 6 .004 SBT 3 4800 1589 .331* 1857 .387* SBR ` f 458 483 0 EBL 0 0 148 349 2 SET 2 3200 5 .048* ' 6 .111* EBR f. 41 154 0 WBL 0 0 1 0 1 WBT 1 1600 2 .004* 14 .009* WBR 0 0 4 0 Assumes E/W Split Phasing Note: Assumes E/W Split Phasing MAL CAPACITY UTILIZATION .555 .64; Existing + Growth + Approved + Project AMPKHOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL. 1 1600 275 ..172* 216 .135* NBT 3 4800 1463 .305. 1763 .368 HER ,0 0 1 3 SBL. 1 1600 4 .003 6 .004 SET 3 4800 1729 .360* 1982. .413* SBR f 459 483 EEL 0 0 148 349 EST 2 3200 5 .048* 6 .111* EBR f 41 155 WBL 0 0 1 0 WBT 1 1600 2 .004* 14 .009* WBR 0 0 4 0 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .584 .66E .1 Existing + Regional. Growth + Approved AM PK HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL. V/C NBL 1 1600 275 .172* 216 .135* NET 3 4800 1455 .303 1742. ..364 NBR 0 0 1 3 SBL 1 1600 4 .003 6 .004 SBT 3 4800 1709 .356* 1976 .412* SBR f 459 483 EBL 0 0 148 349 EBT 2 3200 5 .048* 6 .111* EBR. f 41 155 WBL 0 0 1 0 WET 1 1600 2 .004* 14 .009* WBR 0 0 4 0 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .580 .667 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR. LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 275 .172* 216 .135* NBT 3 4800 .1628 .339 1861 .388. HER 0 0. 1 3 SBL 1 1600 4 .003 6 .004 SET 3 4800 1780 .371* 2155 .449* SBR f 459 483 EBL 0 0 148 349 EST 2 3200 5 .048* 6 .111* ERR. f 41 155 WBL 0 0 1 0 WET 1 1600 2 .004* 14 .009* WBR 0 0 4 0 Note: Assumes E/W Split Phasing 5. Jamboree & Eirch Existing + Growth + Approved + Cumulative+ Project AM PE HOUR PM PE HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 275 .172* 216 .135* NBT 3 9800 1636 .391 1882 .393 NBR 0 0 1 3 SBL 1 1600 9 .003 6. .009 SET 3 9800 1800 .375* 2161 .950* SBR f 959 983 EEL 0 0 198 399 EST 2 3200. 5 .098* 6 .111* EBR f 91 155 WBL 0 0 1 0 WBT 1 1600 2 .009* 19 .009* WBR 0 0 9 0 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .599 .105 A -93 6. MacArthur a Jamboree. Existing AM PK HOUR PM PK HOUR LANES .CAPACITY VOL V/C VOL V/C NBL 2 3200 214 .067 250 .078* NET 3 4800 1689 .352* 539 .112 NBR 1 1600 482 .301 333 .208 SBL 2 3200 85 .027* 208 .065 SET 3 4800 304 .063 1479 .308* SBR f 97 256 EEL 2 3200 432 .135 199 .062 EST 3 4800_ 989 ..206* 864 .180* EBR f 215 51 WBL 2 3200 313 ..098* 612 ..191* WET 3 4800 .632 .132 1026 .219. WBR f 183 103 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 222 .069 262 .082* NET 3. 9808. 1759 .366* 579 .121 NBR 1 1600 483 .302 333 .208 SBL 2 3200 93 .029*, 230 .072 SBT. 3 4800 334 .070 1557. :324* SEE f 110 276 EEL 2 3200 446 .139 216 .068 EST 3 4800 1039 .216 * 920 .192* ERR f 215 51. WBL 2 3200 313 .098* 613 .192*. WET 3 4800 693 .144 1092 .228. WBR f 197 113 .790 TOTAL CAPACITY UTILIZATION .663 .757 TOTAL CAPACITY UTILIZATION .709 Existing + Growth + Approved + Project AM HE HOUR PM PH HOUR LANES CAPACITY VOL V/C VOL V/C ,NBL 2 3200 222 .069 262 .082* NBT 3 4800 1767 .368* 600 .125 NBR 1 1600 483 .302 333 .208 SBL 2 3200 93 .029* 230 .072 SBT 3 4800 354 .074 1563 .326* SBR f 110 276 EBL 2 3200 446 .139 216 .068 EST 3 4800 1047 .218* 941 .196* EBR. f 215 51 WBL 2 3200 313 .098* 613 .192* WET 3 4800 713 .149 1098 .229 WBR f 197 113 TOTAL CAPACITY UTILIZATION .713 Existing + Growth + Approved + Cunalat ve AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL 'V /C NBL 2 3200 222 .069 262 .082* NBT 3 4800 1907 .397* 693 .144 NBR 1 1600 501 .313 357 .223 SBL. 2 3200 93 .029* 230 .072 SBT 3 >4800 410 .085 1715 .357* SBR f 116 294 EEL 2 3200 465 .145 227 .071 EST 3 4800. 1194. .249* 1015 .211* EBR f 215 51 WBL 2 3200. 338 .106 *. 634 .198* WBT 3 4800 739 .154 1250 .260 WBR f 197 .113 796 TOTAL. CAPACITY UTILIZATION .781 .641 A -94 6. MacArthur s Jamboree Existing + Growth + Approved + Cumulative + Project AM RE HOUR PM PK HOUR LANES CAPACITY. VOL VIC VOL V/C NBL 2 .3200 222 .069 262 .082* NBT 3 9800 1915 .399* 714 .149 NBR 1 1600 501 .313 357 .223 SBL 2 3200 93 .029* 230 .072 SBT 3 4800 430 .090 1721 .359* SBR f 116 294 EBL 2 3200 465 .145 227 .071 EBT 3 4800. 1202 .250* 1036 .216* EBR f 215 51 NBL 2 3200 338 .106* 634 .198* NET 3 4800 759 .158 1256 .262 NBR f 197 113 TOM CAPACITY UTILIZATION .784 .855 A -95 7. Bayview 6 Bristol South (EB) Existing AM PK HOUR PM PK HOUR LANES CAPACITY- VOL V/C VOL V/C NBL 0 0 0 0 NET 0 0 0 0 NBR 2 3200 480 .150 641 .200 SBL 0 0 0 0 SBT 0 0 0 0 SBR 0- 0. 0 0 EBL 0 0 0 0 EBT 4 6400 2709 .423* 2913. .455* ERR 1 1600 398 .249 144 .090 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment HER .150* NBR .200* TOTAL CAPACITY UTILIZATION .573 .655 Existing + Growth + Approved + Project AMPKHOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 0 0 0 0 NBR 2 3200 480 .150 641 .200 SBL 0 0 0 0 SBT 0 0 0 0 SBR 0 0 0 0 EEL 0 0 0 0 EST 4 6400 2819 ..440* 3012 .471* EBR 1 1600 398 .249 144 ..090 WBL 0 0 0 0 EST 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment NBR .150* NBR .200* TOTAL. CAPACITY UTILISATION .590 .671 A -96 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 0 0 0 0 NBR 2 3200 480 .150 641 .200 SBL 0 0 0 0 SBT 0 0 0 0 SBR 0 0 0 0 EEL 0 0 0 0 EST 4 6400 2787 .435* 2994 .468* ERR 1 1600.. 398 .249 .144_ .090. WBL 0 0 0 0 WET 0 0 0 0 WBR 0. 0 0 0 Right Turn Adjustment NBR .150* NBR .200* TOTAL CAPACITY UTILIZATION ' .585 .668 Existing + Growth +Approved + Cumulative. AM PK HOUR PM PK HOUR LANES CAPACITY V01 V/C VOL V/C NBL 0 0 0. 0 NBT 0 0 0 0 NBR 2 3200 480 .150 641 .200 SRL 0 0 0 0 SBT 0 0 0 0 SBR 0 0 0 0 EBL 0 0 0 0 EBT 4 6400 2787 .435* 2994 .468* EBR. 1 1600 398 .249 144. .090 . WRL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment NBR .150* HER .200* TOTAL CAPACITY UTILIZATION. .585. .668 7. Bayvier8 Bristol South (EB) TOTAL CAPACITY UTILIZATION .590 .671 A -97 8. Jamboree 6 Bristol North (MB) Existing TOTAL. CAPACITY UTILIZATION .592 .585 A -98 AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 2 3200 1207 .902* 723 .226* NBT 2 3200 1391 .435 1293 .404 NBR f 692 833 SBL 0 0 0 0 SBT 2.5 6400 645 .164* 1216 .300* SBR 1.5 405 755 EBL 0 0 0 0 BHT 0 0 0 0 EBR 0 0 0 0 WBL 0 0 0 0 '.. NET 0 0 0 0 WBR 0 0 0 0 TOTAL CAPACITY UTILIZATION .566 .534 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 2 3200 1304 .408* 745. .233* NBT 2 3200 1491 ..466. 1414. .442 NBR f 713 870 SBL 0 0 0 0 SIT 2.5 6400 741 ` .179* 1323 ` .325* SBR 1.5 406 757 EBL 0 0 0 0 EBT 0 0 0 0 EBR 0 0 0 0 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 TTAL CAPACITY UTILIZATION .587 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL. VIC VOL VIC NBL 2 3200 1304 ..408 *. 745 .233* NBT 2 3200 1483 .463 1393 .435 NBR f 692 033 SBL 0 0 0 0 SET 2.5 6400 721 .116* 1317 .324* .SBR 1.5 406 757 EBL 0 0 0 0 EBT 0 0 0 0 ERR 0 0 _ , 0 0 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0, .557 YTAL. CAPACITY UTILIZATION .584 Existing + Growth + Approved+ Cumulative AM PK HOUR PM PK HOUR. LANES CAPACITY VOL VIC VOL VIC NBL 2 3200 1304 .408* 745 .233* NBT 2 3200 1656 .510 1500 .469 NBR f 692 833 SBL 0 0 0 0 SBT 2.5 6400 772 .104* 1494. .352* SBR 1.5 406 757 EBL 0 0 0 0 EBT 0 0. 0 0 ERR 0 0 0 0 WBL 0 0 0 0 WIT 0 _ 0 0 0 WBR 0 0 0 0 558 TOTAL. CAPACITY UTILIZATION .592 .585 A -98 8. Jamboree d Nristol North h) TOTAL CAPACITY UTILIZATION .595 .586 A -99 9. Jamboree a Bristol South (EB) Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 5 8000 2127 .273* 1843 .245 NBR 0 0 60 115 SBL 0 0 0 0 SBT 3 4800 675 .141 1241 .259* SBR 0 0 0 0 EBL 1.5 1229 .384* 973 (.414)* EBT 1.5 4800 434 .271 1015 .414 ERR 2 3200 1168 .365 1285 .402 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 OTAL CAPACITY UTILIZATION .657 .67i Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0.. 0 0 NBT <. 5 8000 2313 .297* 2063 .272 NBR. 0 0 60 115 SBL 0 0 0 0. SBT 3 4800 773 ..161 1349 .281* SBR 0 0 0 0 EBL 1.5 1232 .385* 981 {.417(* EBT 1.5 4800 443 ..277 1020. .417 EBR , 2 3200 1265 .395 1368 ..428 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 ' 0 0 0 Right Turn Adjustment EBR .011* OTAL. CAPACITY UTILIZATION .682 .789 A -100 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 5 8000 2287 .293* 2035 .269 NBR 0 0 60 115 SBL 0 0 0 0 SBT. 3 4800 753 .157 1343. .280* SBR 0 0 0 0 EBL 1.5 1232 .385* 981 EBT 1.5 4800 444 .278 ..1023 :418* _EBR.. 2 3200 1233 .385. .1350.. .422 WBL... 0 0 0 0 WBT 0 0 0 0 WBR 0 0. 0 0 Right Turn Adjustment EBR .004* TOTAL CAPACITY UTILIZATION. .678 ..702 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 5 $000< 2460 .315* 2142 .282< NBR 0 0 60 115 SBL 0 0 0 0 SBT 3 4800 804 .168 1520 .317* SBR 0. 0 0 0 EBL 1.5 1232 .385* 981 EBT 1.5 4800 444 .278 1023 .418* EBR 2. 3200 1233 .385 1350 .422 WBL 0 0 0 0 WBT 0 0 0 0 .WBR 0 0 0 0 Right. Turn Adjustment EBR .004* 'OTAL CAPACITY UTILIZATION .700 .739 9. Jamboree A Bristol South (EB) Existing + Growth + Approved + Cumulative + Project AMPK HOUR PM PK.HOUR. LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0. 0 NBT 5 8000 2986 .318* 2170 .286 HER 0 0 60 115 SBL 0 0 0 0 SBT 3 9800 ` 829 .172 1526 .318* SBA 0 0 0 0 EBL 1.5 1232 .385* 981 {;9171* EST 1.5 9800 993. .277 1020 .917 EBR 2 3200 1265 .395 1368. .928 WBL 0 0 0 0 WET 0 0 0 0 WBR 0 0 0 0 Right Turn Adjustment EBR .011* TOTAL CAPACITY UTILIZATION .703 .1 A -101 10. Jamboree 6 Bapview Existing AM PK HOUR PM PK AM PR. HOUR. PM PK HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600. 119. .074 57 .036 NIT 4 6400. 1760 .284* 1650 .266* NBR 0 0. 56 51 1 SBL 1 1600 79 ..049* 191 .119* SET 4 6400 1658 .259 2111 ..330 1 SBR 1 1600 269 .168 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 WBT 1 1600 4 .003 3 .002* WBR 1 1600 79 .049 130 .081 Right Turn Adjustment WBR .004* EBR .070* TOTAL CAPACITY UTILIZATION .356 .508 Existing + Growth + Approved + Projectli AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1. 1600 119 .074* 57 .036 NBT 4 6400 1918 .308 1875 .301* NBR 0. 0 56 51 `SBL 1 1600 79 .049 191 .119* SBT 4 6400 1876 '.293* 2316 .362 SBR. 1 ..1600... 269 _168 81. .051 EBL 2 3200 34 ..011 162 .051* EBT 1 1600 12 .008* 11 .007 EBR 1 1600 42 .026 226 .141 WBL 1 1600 17 .011* 37 .023 WBT 1 1600 4 .003 3 .002* WBR 1 1600 79 .049 ,130. .081 Right Turn Adjustment. .ERR .067* TOTAL CAPACITY UTILIZATION ..386 .540 A -102 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .074* 57 .036 NBT 4 6400 1888. .304 1818 ..292* NBR 0 0 56 51 SBL 1 1600 79 .049 191 ..119* SBT. 4. 6400 1824 .285* 2291 .358 SBR 1 1600 269 .168 81 .051 EBL 2 3200 34 .011 162 .051* EBT 1 1600 12 .008* 11 .007 EBR. 1 1600. 42 .026, 226 .141 WBL 1 1600 17 .011* 37 .023 WET 1 1600 4 .003 3 .002* WBR 1 1600. 79 .049 130 .081. Right Turn Adjustment EBR .071* TOTAL CAPACITY UTILIZATION .378 .535 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 119 .074 57 .036 NET 4 6400 2061 .331* 1925 .309* NBR 0 0 56 51 SBL 1 1600 79 .049* 191 .119* SET 4 .6400 1875 .293 2468 .386 SER 1 1600 269 .168 81 .051 EBL 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 WBT 1 1600 4 .003 3 .002* WBR 1 1600 79 .049 130 .081 Right Turn Adjustment WBR .004* EBR ..079* TOTAL CAPACITY UTILIZATION .403 .560 10. Jamboree 5 Bayview TOTAL CAPACITY UTILIZATION .407 .566 A -103 11. Jamboree 6 University Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 71 .044 38 .024* NBT 3 4800 1457 .304* 1386 .289 NBR 1 1600 190 .119 254 .159 SBL 2 3200 61 ..019* 155 .048 SBT 3 4800 1295 .270 1896 ..395* SBR 1 1600 313 .196 426 ..266 EBL 1.5 393 223 EBT 0.5 3200. 108 .157* 102 .102* EBR f 33 26 WBL 1.5 295 216 WBT 1.5 4800 158 .099* 129 .072* WBR f 165 93 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .574 .593 Existing + Growth + Approved + Project TOTAL CAPACITY UTILIZATION ..638 ..687 A -104 AM PK AM. PE HOUR PM PK HOUR LANES LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 71 .044* 38 .024* NBT 3 4800 1600 .333 1601 .334 NBR 1 1600 196 .123 263 .164 SBL 2 3200 61 .019 157 .049 SBT 3 4800 1499 .312* 2085 .434* SBR 1 1600 313. .196 426 .266 EBL 1.5 393 393 223 223 EBT EBT 0.5 3200 109 .157* 102. .102* EBR f 33 33 26... 26 WBL WBL 1.5 318 296 304 226 WBT WBT 1.5 4800 159 .095* 129 .074* WBR f 169 169 95 95 Note: Assumes E/W Split Phasing Note: Assumes E/W Split Phasing OTAL CAPACITY UTILIZATION ..608 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 71 .099 38 .024* NBT 3 4800 1570 .327* 1544 .322 NBR 1 1600 191 .119 261 .163 SBL 2 3200 61 .019* 157 .049 SBT 3 4800 140 .301 2060 .429* SBR 1 1600 313 .196 426 .266 EBL 1.5 393 223 EBT 0.5 3200 109 .157 *. 102 ..102* EBR f 33. 26_. WBL 1.5 296 224 WBT 1.5 4800 159 .095* 129 .074* WBR f 169 95 Note: Assumes E/W Split Phasing OTAL CAPACITY UTILIZATION .598 A: Existing + Growth + Approved + Commlative TOTAL CAPACITY UTILIZATION ..638 ..687 A -104 AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 71 .044 38 .024* NBT 3 4800 1743 ,.363* 1651 .344 14BR 1 1600 266 .166 .309 .193 SBL 2 3200 61 .019* 157 .049 SBT 3 4800 1498 .312 2237 .466* SEA 1 1600 313 ..196 426 .266. .EBL 1.5 393 223 EBT 0.5 3200 109. .157* 102 .102* EBR f 33 26... WBL 1.5 318 .099 304 .095* WBT 1.5 4800 159 .099* 129 .081 WBR f 169 95 Note: Assumes E/W Split Phasing .634 TOTAL CAPACITY UTILIZATION ..638 ..687 A -104 11. Jamboree 6 University TOTAL CAPACITY UTILIZATION .644 .693 A -105 12. Jamboree & Bison Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 3 4800 1346 .322* 1669 .376* NBR 0 0 201 138 SBL 2 3200 196 .061* 181 .057* SBT 3 4800 1601 .334 2003 .417 SBR 1 1600 196 .123 118 .074. ' `EBL 1 1600 116 .073* 67 .042 EBT. 0 0. 0 0 ERR f. 71 35 WBL 2 3200 144 .045 273 .085* WBT 0 0 0 0 WBR 2 3200 175 .055 .191 .060 Right Turn Adjustment WBR .009* TOTAL CAPACITY UTILIZATION .465 .518 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 3 4800 1480 .352* 1883 .422* NBR 0 0 208 144 SBL 2 3200 200 .063* 196 .061* SRI 3 4800 1803 .376 2182 .455 SBR 1 1600 196. .123 118 .074 EEL 1 1600 116 .073* 67 .042 EBT 0 0 0 1 EBR f 71 35 WBL 2 3200 146 .046 281 .088* NET 0 0 0 0 WBR 2 3200 179 .056 194 .061 Right Turn Adjustment WBR .009* .009* DTAL. CAPACITY UTILIZATION .497 .51 A106 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 3. 4800. 1444 .343* 1824 .409* NBR 0 0 202 141 SBL 2 3200 200 .063 *. 196 :061* SET 3 4800 1750 ..365 2155 .449 SBR 1 1600 196 .123. 11B .079. EBL 1 1600 116 .073* 67 .042 EBT 0 0 - 0 1 ERR f 71 35 WBL 2 3200 145 .045 276 .086* NBT 0 0 0 0 WBR 2 3200 .179 .056 194 .061 Right Turn Adjustment WBR .009* TOTAL CAPACITY UTILIZATION .488 .556 Existing + Growth .+ Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 3 4800 1656 .387* 1956 .437* NBR' 0 0 202 141 SBL 2 3200 211 .066* 233 .073* SET 3. 4800 1812 ..378 2375 .495 SBR , 1 1600 196 .123 118 .074 EBL 1 1600 116 .073* 67. .042 EST 0 0 0 1 EBB. f 71 35 WBL 2 3200 145 .045 276 .086* WBT 0 0 0 0 WBR 2 3200 216. .068 217 .068 Right. Turn Adjustment WBR .018* OTAL CAPACITY UTILIZATION ..544 .596 12. Jamboree 6 Bison Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 3 4800 1692 .396* 2015 .450* NBR 0 0 208 144 SBL 2 3200 211 .066* 233 .073* SBT 3 4800 1865 .389 2402 .500 SBR 1 1600 196 .123. 118 .074 EBL 1 1600 116 .073* 67 .042 EBT 0 0 0 1 EBR f 71 35 WBL 2 3200 . 146 ..046. 281 .088* ` WBT 0 0 0 0 WBR 2 3200 216 .068 217 .068 Right Turn Adjustment WBR .018* TOTAL CAPACITY UTILIZATION. .553 .611 A -107 13. Jamboree &Ford Existing AM PK AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 364 .114* 362 ..113 *. NBT 3 4800 1300. .291 1785 .415 NBR 0 0 98 1 208 61 SBL 1 1600 61 .038 44 .028 SBT 3 4800 1541 .321* 2132 .444* SBR 1 1600 167 ..104. 1.5 49 .031 EEL 1.5 .041 ` 232 1..5 66 .041 EST. 1.5 4800 239. .098* .212 .066* EBR f WBL 271..... 1.5 255 133 WBL 1.5 WBT 131 .082. 181 368 WBT 1.5 4800 358 .112* 157 .070* WBR 1 1600 33.021 35 .022 Note: Assumes E/W Split Phasing .TOTAL CAPACITY UTILIZATION .645 .693 Existing + Growth+ Approved + Project AM PK AM PK HOUR PM PK HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 367. '.115 *. 366 .114* NBT 3 4800 1447 .322 2017 ..465 NBR. '0 0 99 257 213. .SBL SBL 1 1600 61 .038 45 .028 SBT 3 4800 1745 .364* 2321 .484* SBR 1 1600 168 .105 49 .031 EBL 1.5 233 233 66 66 .041 EST 1..5 4800 244 .099* 212 .066* EBR f 277 274 268. 259 WBL WBL 1.5 177 133 .083 185 WBT WBT 1.5 4800 368 .115* 157 .071* WBR 1 1600.. 34 .021 35 .022 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION ..693 .735 A -108 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 367 .115* 366 .114* NBT 3. 4800 1405 .313 1955 .452 NBR 0 0 99 213 SBL 1 1600 61 .038 45 .028 SBT 3. 4800 1691 .352* 2289. .477* SBR 1 1600. 168 .105 49 .031 EEL 1.5 233 66 .041 EST 1.5 4800 244 .099* 212 :066* EBR f. 274 259 WBL 1.5 133 .083 185 WBT 1.5 4800 368 .115* 157 .071' WBR 1 1600 34 .021 .....35...022 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .681 .728 Existing + Growth + Approved +Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 376 .118* 371 .116* NBT 3 4800 1595 .356 2074 .486. NBR 0 0. 112 257 .SBL 1 1600 67 .042 67 .042 SBT 3 4800 1747 .364* 2487 .518* SBR 1. 1600. 168 .105 49 .031 EEL 1.5 233 66 .041 EST 1.5 4800 259 .103 *, 266 .083* EBR f 277 268. WBL 1.5 177 .111 210 WBT 1.5 4800 419 .131* 190 .083* WBR 1 .1600 56 .035 48 .030 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .716 .800 13. Jamboree A Ford TOTAL CAPACITY UTILIZATION .727 .807 i A- 109.... 14. Jamboree 6 San Joaquin Bills Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 41 .026 67 .042 NBT 3 4800 1143 .238* 1598 .333* NBR f 129 135 SBL 2 3200 665 ..208* 443 .138* SST 3 4800 1227 .256 1855 .386 SIR f 37 117 EBL 1.5 258 .081* 162 .051* BHT 1.5. 4800. 33 .021 34 .021 EBR f.. 59 _.. 57 WBL 1.5 128 .040* 189 .059* WBT 1.5 .4800. 12 ..008 39 .024 WBR 1 1600 42 .026 67 .042 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILISATION .567 .58 Existing + Growth +Approved + Project AM RE HOUR PM PE HOUR LANES CAPACITY. VOL V/C VOL V/C NBL 1 1600 41 .026 68 .043 NET 3 4800 1253 .261* 1760 .367* NBR f 134 145 SBL 2 3200 724 .226* 504 .158* SET 3 4800 1407 .293 2012 .419 SBR f 37 117 EBL 1.5 258 .081* 163 .051* EST 1.5 4800 33 .021 39 .024 EBR f 59 57 WBL 1.5 144 .045* 205 .064* NET 1.5 4800 12 .008 39 .024 .WBR 1 1600 96 .060 174 .109 Note: Assumes E/W Split Phasing Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C - VOL. V/C NIL 1 1600 41 .026 68 .043. NET 3 4800 1253 .261* 1760 .367* NBR f 134 145 SBL 2 3200 670 .209* 472 .148* SET 3 4800 1407 .293 2012 .419 SBR f 37 117 EBL 1.5 258 .081* 163 .051* EST 1.5 4800 33 .021 39 .024 ERR.. f 59 57 WBL 1.5 144 .045* 205 .064 *. WET 1..5 4800 12 ..008 . 39 .029. WBR 1 1600 54 .034 112 .070. Note: Assumes E/W Split Phasing Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NIL 1 1600 41 .026 68 ..043 NBT 3 4800 1431 .298* 1908 .398* NBR f 134 .145 SBL 2 3200 679 .212* 510 .159* SIT 3 4800 1501 .313 2206 .460 SEA f 37 117 EBL 1.5 258 .081* 163 .051* EBT 1.5 4800 33. .021 39 .024 EBR f 59 57 WBL 1.5 144 .045* 205 .064* WBT 1.5 4800 12 .008 39 .024 WBR 1 1600 88 .055 132 .083 Note: Assumes E/W Split Phasing )PAL. CAPACITY UTILISATION .613 ..640 TOTAL CAPACITY UTILIZATION .636 .672. A -110 14. Jamboree & San Joaquin Bills Existing + Growth + Approved + Cumulative + Project AM PH HOUR. PM PH HOUR LANES CAPACITY. VOL V/C VOL V/C - NBL 1 1600 41 .026 fib .043 NET 3 4800 1431 .298* 1908 .398* HER f 134 145 SBL 2 3200 733 .229* 542 .169* SET 3 4800 1501 .313 2206 .460 SBR f 37 117 EEL 1.5 258 .081* 163 .051* EBT 1.5 4800 33 .021 39 .024 ERR f 59 57 WBL 1.5 144 .045* 205 .064* WET 1.5 4800 12 .008. 39 .024 WBR 1 1600 130 .081 194 .121 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .653 .682 A -111 15. Jamboree 6 Santa Barbara Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 6 .004 9 .006* NIT 3 4800 1225 .255* 1118 .233 NBR 1 1600 323 .202 119 .074 $BL. 2 3200. 560 ..175* 291. .091 SET 3 .4800 809 .169 1781 ..371* SBR 1 1600 23 .014 28 .018. EEL 1 1600 62 .039* 26 .016* EBT 1 1600 3 .007 8 .008 EBR 0 0. 8.. _.4 WBL 1..5 51 307 NET 0.5 3200 2 .017* 5 .098* WBR 1 1600 93 .058 662 .414 Right Turn Adjustment WBR .208* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION. .486 .699 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 6 .004 9 .006* NET 3 4800 1315 .274* 1242 .259 HER 1 1600 324 .203 126 .079 SBL 2 3200 .574 .179* 295 .092 EST 3 4800 941 .196 1911 .398* SBR 1 1600 24 .015 34 .021 EBL 1 1600 68 .043* 28 .018* EBT 1 1600 3 .007 9 ..008 EBR 0 0 8 4 WBL 1.5 69 313 WET 0.5 2. .022* 6 .100* WBR 1 1600 98....061 669 .418 Right Turn Adjustment WBR .209* ` Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .518 .731 A -112 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 6 .004 9 .006* NBT 3 4800 1315 .274* 1242 .259 HER 1 1600 323 .202 120 .075 SBL 2 3200 574 .179* 295 .092 SET 3 4800 941 .196 1911 .398* SBR 1 1600 24 .015 34 .021 EEL 1 1600 68 .043* 28 .018* EBT 1 .1600 3 .007 9 .008 EBR. 0 0 8 4 WBL 1.5 52 308 NET 0.5 3200 2 .017* 6 .098* WBR. 1 1600. 98 ..061 669 .418. Right Turn Adjustment WBR .211* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION.. _513 .731 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V /C. NBL 1 1600 6 .004 9 .006* NUT 3 4800 '1493 .311* 1390 .290 NBR 1 1600 323 .202 120 .075 SBL 2 3200 574 .179* 295 .092 SET 3 4800 1035 .216 2105 .439* SBR 1 1600 24 .015 34 .921 EEL 1 1600 68 .043* 28 .018* EBT 1 1600 3 .007 9 .008. EBR 0 0 8 4 WBL 1.5 52 308 WET 0.5 3200 2 .017* 6 .098* WBR. 1 1600 98 .061 669. ,.418 Right Turn Adjustment. WBR .204* Note: Assumes E /W. Split Phasing. TOTAL CAPACITY UTILIZATION .550 .765 15. Jamboree A Santa Barbara Existing + Growth + Approved + Cumulative + Project AM PH HOUR PM PH HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 6 .004 9 .006* NET 3 4800 1493 .311* 1390 .290 HER 1 1600 324 .203 126 .079 SBL 2 3200 574 ,179* 295 .092 SET 3 4800 1035 .216 2105 .439* SBR 1 1600 . 24 .015. 34 .021 EEL 1 1600 68 .043* 28 .018* EST 1 1600 3 .007 9. .008 EBR 0... 0 8 4 WBL 1.5 69 313 NET 0.5 3200 2 .022* 6 .100* WBR 1 ` 1600 98 .061 669 .418 Right Turn Adjustment WBR .202* Note: Assumes E/W Split Phasing TOTAL .CAPACITY UTILIZATION .555 .765 A -113 16. Jamboree 6 Coast Hwy Existing AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 20 ..013 37 .023 NBT 2 3200 374 .146* 265 ..113* 94 NBR 0 0 94 1 96 147 SBL 1 1600 137 .086* 176 .110* SBT 2 3200 206 .064 431 :.135 SBR f. 758' 3 '1453 1315 EBL 3 4800 1228 .256* 778 .162* EST 4 : : 6400 : 1808 :.285 1635. .259 EBR 0 0 13 2 25. 94 WBL 2 3200 94 .029. 202 ..063. WBT 4 6400 1069 _167* 1952 .305* NBR f 89 169 TOTAL CAPACITY UTILIZATION .655 .690 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 20 .013 38 .024 NBT 2 3200 375 .147* 266 .114* NBR 0 0 94 98 SBL 1 1600 147 .092* 189 .118* SBT 2 3200 207 .065 434 .136 SBR f 897 1576 EBL 3 4800 1315 .274* 893 .186* EBT 4 6400 1929 .304 1726 .274 EBR 0 : 0 14 25. NBL 2 3200 94 .029 205 ..064 WBT 4 6400 1149 .180* 2099 .328* WBR f 89 173 TOTAL CAPACITY UTILIZATION ..693 .746 A -114 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 20 .013 38 .024 NET 2 3200 375 .147* 266 .114* NBR 0 0 94 98 SBL 1 1600 147 .092 *. : 189 .118* SBT 2 3200 207 :.065 434 .136 SBR f 880 1571 EBL 3 4800 1314 .274* 887 .185* EST 4 6400 1900 .299.. 1719 .273 ERR 0 0 14 25 NBL 2 3200 94 .029 205 .064 EST 4 6400 1134 .177* 2068 .323* NBR f 89 173 TOTAL CAPACITY UTILIZATION .690 .740 Existing + Growth + Approved + Cumaletive AM PK HOUR PM PK HOUR LANES :CAPACITY VOL: V/C VOL V/C NBL 1 1600 20 .013 38 , .024. NBT 2 3200 375 .147* 266 x114* NBR 0 0 94 98 SBL. 1 1600 197 .123* 358. .224* SBT 2 3200 207 .065 434 .136 SBR f 924 1596 EBL 3 4800 1327 .276* 931 .194* BHT 4 6400 2007 .316 2065 .327 EBR 0 0 14 25 WBL 2 3200 94 .029 . 205 .064 WBT 4 6400 1440 .225* 2281 .356* WBR f 254 277 TOTAL CAPACITY UTILIZATION. .771 .888 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 20 .013 38 .024 A -115 NET 2 3200 375 .147* 266 .114* HER 0 0 94 98 SBL 1 1600 197 .123* 358 .224* SBT 2 3200 207 .065 434 .136. SBR f 941 1601 EBL 3 4800 1328 .277* 937 .195* EBT 4 6400 2036 .320 2072 .328 ERR 0 0 14 25 WBL 2 3200 94 .029 205. .064 NET 4 6400 1455 .227* 2312 .361* WBR f 254 277. TOTAL CAPACITY UTILIZATION .894 .774 A -115 17. MacArthur 6 Bison Existing Project AM PH HOUR PM PR AM PH HOUR AM PH HOUR PM PR HOUR VOL LANES CAPACITY VOL V/C VOL V/C NBL 2 .3200 .197 ..062. 192 .060* NBT 4 6400 2466 .385* 2454 .383 NBR f 184 154 SBL. 183 3200 SBL 2 3200 76 .024* 224 .070 SBT 4 6400 2018 .315 2707 .423* SBR 1 1600 263 .164. ' 321 .201 EBL 2 3200 224 .070 192 .060 EBT 2 3200 218 .068* 191 .060* EBR f 216 .162 WBL 214 3200 WBL 2 3200 383 .120* 363 .113* WBT 2 3200 217 ..068 266 .083 WBR 1 1600 94 .059 141 .088 TOTAL CAPACITY UTILIZATION .597 .656 Existing + Growth + Approved .+ Project AM PH HOUR PM PR AM PH HOUR PM PKHOUR CAPACITY VOL LANES CAPACITY VOL V/C VOL V/C ,NBL 2 3200 198 .062 196 .061* NBT 4 6400 2567 .401* 2605 .407 NBR f 184 162 SBL. 205 3200 SBL 2 3200 76 .024* 224 .070 SBT 4 6400 2142 .335 2823 .441* SBR 1 1600 266 .166 335 .209 EBL 2 3200 229 .072 198 .062 EBT 2 3200 225 .070* 194 .061* EBR f 216 163 WBL 216 3200 NBL 2 3200 404 .126* 369 .115* WBT 2 3200 219 .068 272 .085 WBR 1 1600 95 .059 141 .088 TOTAL CAPACITY UTILIZATION .62 1 .678 A -116 Waring + Regional Growth + Approved AM PN HOUR PM PH HOUR LANES .CAPACITY VOL V/C VOL V/C NBL 2 3200 198 .062 196 ,061* NBT 4 6400 2542 .397* 2542 , .397 NBR f 154 184 SBL 2 3200 76 .024* 224 .070 SBT 4 6400 2081 .325 2802. .438* SBR 1 1600 266 .166 335 .209 EBL 2 3200 229 .072 198 .062 EBT 2 3200 219 .068* 191 .060* EBR f 163 216 WBL 2 3200 384 .120* 363 .113* WBT 2 3200 218 .068 267 .083 WBR 1 1600 95 .059 141 .088 TOTAL. CAPACITY UTILIZATION .609 .672 Existing + Growth + Approved + Cumulative AM PH HOUR PM PR HOUR LANES CAPACITY VOL V /C VOL. V/C NBL 2 3200 198 .062 196 .061* NBT 4 6400 2693 .421* 2635 .412 NBR f 154 184 SBL. 2 3200 80 .025* 239 .075 SBT 4 6400 2126 .332 2957 .462* SBR 1 1600 266 .166 335 .209 EBL 2 3200 229 .072 198 .062 EBT 2 3200 .230. .072* 228 .071* HER f 163 216 WBL 2 3200 384 ..120* 363 .113 *' WBT 2 3200 255 .080 290 .091 WAR 1 1600 110 .069 150 .094 TOTAL. CAPACITY UTILIZATION .638 .707 17. 14acArthur & Bison }mutative + Project TOTAL CAPACITY UTILIZATION .650 .713 A -117 18. MacArthur 6 Ford /Bonita Canyon Existing AM PK HOUR PM PK AM PK HOUR PM PK HOUR VOL -` LANES CAPACITY VOL 0/C VOL V/C NBL 2 3200 107 ..033. 61 .019 NBT 4 6400 1918 .300* 2348 .367* NBR f 483 83 SBL 468 3200 SBL 2 , 3200 529 .165* 774 .242* SET 4 6400 1923 .300 2328 .364 SBR f 50 13 EBL 49 3200 EBL 2 3200 39 .012 27 .008 EBT 2 3200. 266 .083* 299 .093* HER 1 1600 121 .076 61 .038 WBL 2 3200 552 .173* 232 .073* WBT 2 3200 323 .101 280 .088 WBR f 480 900 480 TOTAL CAPACITY UTILIZATION .721 .775 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL -` V/C VOL V/C NBL 2 3200 108 .034 63 .020 NET 4 6400 2013 .315* 2520 .394* NBR f 92 483 SBL 2 3200 529 .165* 775 .242* SBT 4 6400 2072 .324 2448 .383 SBR f 13 50 EBL 2 3200 40 .013 27 .008 EBT 2 3200 267 .083* 300 .094* EBR 1 , 1600 123 .077 fit .039 WBL 2 3200 561 .175* 245 .077* NET 2 3200 323 .101 281 .088 WBR f 901 480 Existing + Regional. Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 108 ..034 63 .020 NET 4 6400 1979 .309* 2436 .381* NBR f 87 481 SBL 2 3200 529. .165* 775 .242* SET 4 6400 1992 ..311 2420 .378 SBR f 13 50 EBL 2 3200 40 .013 27 .008 EBT. 2 3200 267 .083 *. 300 ..094* EBR 1 1600 123 .077. 62_ ,.039 WBL 2 3200 561 .175* 243 .076 *. WBT 2 3200 323 .101 281 .088. WBR f 901 480. TOTAL. CAPACITY UTILIZATION .732 ..793 Existing + Growth + Approved + Cmulat ve AM PK. HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL ,'V/C NBL 2 3200 108 .034 63 .020 NET 4 6400 2090 .327* 2506 .392* NBR f 159 556 SBL 2 3200 540 .169* 815 .255* SET 4 6400 2026 .317 2535 .396 SBR f 13 50 EBL 2 3200 40 .013 27 .008 EBT 2 3200 282 .088* 354 .111* EBR 1 1600 123 .077 62 .039 WBL 2 3200 625 .195* 318 .099* WBT 2 3200 441 .138 352 .110 WBR f 941 503 OTAL CAPACITY UTILIZATION ..738 .807 TOTAL CAPACITY UTILIZATION .779 ..857 A -118 18. MacArthur a Ford/Bonita Canyon 8aistinq + Growth +.Approved + Cumulative + Project AM P% HOUR PM P% HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 .3200 108 .034 63 ..020 NBT 4 6400 2124 .332* 2590 .405* NBR f 164 558 SBL 2 3200 540 .169* 815 .255* SET 4 6400 2106 .329 2563 .400 SBR f 13 50 BBL 2 3200 40 .013 21 .008 EBT. 2 3200 282 .088* 354 .111* HER 1 1600 123 .071 62 .039 WBL 2 3200 625 .195* 320 .100* WET 2 3200 441 .138 352 .110 WBR f 94.1 503 TOTAL CAPACITY 0TILIZATION .784 .871 A -119 19. MacArthur & San Cloaquin Hills... Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 133 .042* 111 .035 NET 3 4800 1327 .276 1879 .391* NBR 1 1600 192 .120 26 .016 SBL 2 3200 272 .085 498 .156* SET 3 4800 1761 .367* 1882 .392 SBR f 487' ' 248 EEL 2 3200 449 .140* 551 ` .172* EBT 3 .4800 105 .030 348 ..106 HER 0 0 37 163 NBL 1 1600 9 .006 47 .029 NET 2 3200 322 .101* 306 .096* NEE i f 419 525 TOTAL CAPACITY UTILISATION .650 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL. V/C NEE, 2 3200 143 .045* 122 .038 NET 3 4800 1376 .287 1965. .409* HER 1 1600 192 .120 26 .016 SBL 2 3200 275 .086 503 .157* SET. 3 4800 1843 .384* 1954 .407. SBR f 494 263 EEL 2 3200 453 .142* 579 .181* EBT 3 4800 108 .030 350 .107 EBR 0 0 37_ 163 WBL 1 1600 9 .006 47 .029 NET 2 3200 329 .103* 313 .098* WBR f 419 525 .815 TOTAL CAPACITY UTILISATION .674 .845 Existing + Growth + Approved+ Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 143 .045* 122 , .038 NET 3 4800 1376 .287 1965 .409* NBR 1 1600 192 .120 26 .016 SBL 2 3200 275 .086 503 .157* SET 3 4800 1843 .384* 1954 .407 SBR f 576 293 EBL 2 3200 493 .154* 666 .208* EBT 3 4800 108 .030 350 .107 HER 0 0 37 163. WBL 1 1600 9 .006 47 .029 NET 2 3200 329 .103* 313 .098* WBR f 419 525 OTAL CAPACITY UTILISATION .686 Existing + Growth+ Approved + Cumulative AM PK HOUR PM PK HOUR LANES .CAPACITY VOL V/C VOL V/C NBL 2. 3200 143 .045* 122 .038 NET 3 4800 1492 .311 2046..426* HER 1 1600 221 .138 128 .080 SBL 2 3200 291. .091 549 .172* SET 3 4800 1897 .395* 2068 .431 SEE f 523 293 EEL 2 3200 481 .150* 611 .191* EBT 3 4800 126 .034 418 .121 ERR 0 0 37 163 WBL' 1 1600 97 _061 115 .072 WET 2 3200 392 .123* 353 .110* WBR f 459 556 .872 TOTAL. CAPACITY UTILISATION .713 .895 A -120 19. MacArthur a San Joaquin Hills Existing + Growth + Approved + Cumulative + Project AMPKHOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 143 .045* 122 .038 NET 3 4800 1492 .311 2046 ..426* HER 1 1600 221 .138 128 .080 SBL 2 3200 291 .091 549. .172* SBT 3 4800 1897 .395* 2068 .431 SBR f 605 323 EEL 2 3200 521 .163 *. 698 .218* EST. 3 4800 126 .034 418 .121 EBR 0 0. 37 163 WBL 1 1600 97 .061 115 .072 NET 2 3200 392 .123* 353 .110* HER f 459 556 TOTAL CAPACITY UTILIZATION .726 Exist + Growth + Appr +Cumin + Project W/Mitigation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 143 .045* 122 .038 NET 3. 4800 1492 .311 2046 .426* HER 1 1600 221 .138 128 .080 SBL 2 3200 291. .091 549 .172* SET 3 4800 1897 .395* 2068 .431 SBR f 605 323 EEL 3 4800 521 .109* 698 .195* EBT 3 4800 126. .034 418 .121 EBR 0 0. 37_ .163 WBL 1 1600 97 ..061 115 .072 WET 2. 3200. 392 ..123* 353 .110* WBR f 459 556 .926 TOTAL. CAPACITY UTILIZATION .672 .853. A -121 20. EacArthur 6 San Niguel Existing AM PK HOUR PM PK HOUR LANES AM PK HOUR PM PK HOUR VOL LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 87 .027 98 .031* NBT 3 4800 1514 .315* 1000 ..208 .176 NBR 1 1600 282 .176 278 .174 SBL. 2 3200 7 .002* 9 .003 SBT 3 4800 1209 .252 1500 .313* SBR 1 1600 549 .343 ' 508 ..318 EBL 2 3200 86 .027 909 .284* EBT 2 3200 73 .033* 472 .196 EBR 0 0 31 3200 154 .070* WBL 2 3200 224 .070* 217 .068 WBT 2 3200 164 .063. 232 ..082* WBR 0 0 38 29 Bight Turn Adjustment SBR .023* TOTAL CAPACITY UTILISATION .443 .710 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LAMES CAPACITY VOL V/C VOL V/C NBL 2 3200 88 .028 104 .033* NBT 3 4800 1567 .326* 1039 .216 NBR 1 1600 282 .176 278 .174 SBL 2 3200 9 .003* 13 .004 SBT 3 4800 1247 .260 1549 .323* SBR 1 1600 551 .344 511 .319 EEL 2 3200 88. .028 916 .286* EBT 2 3200 75 .037* 490 .205 EBR 0 0 42 167 WBL 2 3200 224 .070* 217 .068 WBT 2 3200 172 .066 237 .083* WBR 0 0 38 29 Right Turn Adjustment. SBR .012* TOTAL CAPACITY UTILIZATION .44E .725 FMI*k Existing + Regional. Growth .+ Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL. V/C VOL V/C NBL 2 3200 87 ..027 100 .031* NET , 3. 4800. 1567 ,.326* 1039 .216 NBR 1 1600 282 .176 278 .174 SBL 2 3200 9 .003* 13 .004 SBT. 3 4800 1247 .260 1549 .323* SBR 1 1600 551 .344 511 .319 EBL 2 3200 88 .028 916 .286* EBT 2 .3200 75 .033* 484 ..203 EBR 0 031 164 WBL 2 3200. 224 ..070* 217 .068 WBT 2 3200 165 ..063. 244 .085* WBR 0. 0 38 29 Right Turn Adjustment SBR .012* TOTAL CAPACITY UTILIZATION .444 .725 Existing +Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 124 .039 122 :038* NET 3 4800 1712 .357* 1222 .255 HER 1 1600 282 .176 278 .174 SBL 2 3200 9 .003* 13 .004 SBT 3 4800 1389 .289. 1731 ,361* SBR 1 1600 551 .344 511 .319. EBL 2 3200 88 .028 916 ..286* EBT 2 3200 75 .037 *, 484 .214 EBR. 0 0 43 201 WBL 2 3200 224 .070* 217 .068 NET 2 3200 165 .063 244 .085* WBR 0 0 38 29 TOTAL CAPACITY UTILIZATION .467 .770 20.: MacArthur S San Miguel existing + Growth + Approved + Cumulative + Project TOTAL CAPACITY OTILffiATIOB .470 .769 A -123. 21. MacArthur 6 Coast Hwy Existing AM RE HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 0 0 0 0 HER 0 0 0 0 SBL 2 3200 571 .178* 829 .259* SBT 0 0 0 0 SBR f 337 1003 EEL 2 3200 954 .298* 515 .161* EBT 3 ' 4800 ' 888 .185 3349. .281 EBR 0 0,. 0 0 WBL 0 0 0 0 WBT 3 4800 1099 .229* 1058 .220* WBR f 887 871 TOTAL CAPACITY UTILIZATION .705 .640 Existing + Growth + Approved .+ Project. AM PK AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 0 0 0 0 NBR 0 0 0 0 SBL 2 3200 601 .188* 861 .269* - SET 0 0 0 0 SBR f 348 1033 EEL 2 3200 988 .309* 535 .167* EBT 3 4800 923 .192 1412 .294 EBR 0 0 0 0 WBI 0 0 0 0 WBT 3 4800 1159 .241* 1094 .228* WBR f 918 904 TOTAL CAPACITY UTILIZATION .738 A -124 Existing + Regional Growth + Approved AM PK AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 0 0 — 0 0 NBR 0 0 0 0 SBL 2 3200 590 .184 *, 858 .268* SET 0 0 0 0. SHE f 348 1033' EBL 2 3200 988 .309* 535 .167* EBT 3 .4800 921 .192 1397 ..291 ERR 0 0 0 0 WBL 0 0 0 0 WBT 3 4800 1141 .238* 1096 ..228* WBR f. 917 900 TOTAL. CAPACITY UTILIZATION .731 .663. Existing + Growth + Approved + Clmulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V /C VOL V/C MEL 0 0 0 0 NBT 0 0 0 0 NBR 0 0 0 0 SBL 2 3200 640 .200* 992 .310* SET 0 0 0 0 SBR f 450 1119 EEL 2 3200 1036 .324* 654 2204* EBT 3 4800. 1029. .214 1791 ,373 EBR 0 0 0 0 WBL.... 0 0 0 0.. WBT 3 4800 1508 .314* 1327 .276* WBR f 1052 986 TOTAL CAPACITY UTILIZATION .838 .,790 21. MacArthur 6 Coast Hwy Existing + Growth + Approved + Cumulative + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 0 0 0 0 NBR 0 0 0 0 SBL. 2 3200 651 ,203* 995. .311* SBT 0 0 0. 0 SER f 450 1119 EBL 2 3200 1036 .324* 654 .204* EBT 3 4800 1031 ..215 1806 ..376 EBR 0 0 0. 0 WBL 0 0 0 0 WBT 3 4800 1526 .318* 1325 .276* WBR f 1053 990 TAL CAPACITY UTILIZATION .645 .791 A -125 22. Santa Cruz & San Joaquin Hills Existing AM PK HOUR PM PK AM PK HOUR PM PK HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 60 ,.019* 413 .129* NET 1 1600 2 .008 12 .035 NBR 0 0 10 44 44 SBL SBL 1 1600 21 .013 22. .014 SET 2 3200 11 .007* 5 .003* SBR 0 0 23 .014 45 .028 EEL 1 1600 30 .019 55 .034* EBT 3 4800 494 ..150* 324 .101 EBR 0. 0. 224 200 199. .124 WBL 1 1600 181 .113* 54 ..034 WBT 3 4800 286 .065. 495 .111 *. WBR 0 0 28 37 37 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 61 .019* 413 .129* NET 1 1600. - - 2 .008 12 .035 NBR 0 0 11 44 1 SBL 1 1600 21 .013 23 .014 SET 2 3200 12 .008* 5 .003* SBR 0 0 23 .014 45 .028 EEL 1 1600 30 .019 55 .034* EBT 3 4800 495 .150* 324 .101 EBR. 0. 0 224 .125 200 ..125 WBL ` 1 1600 182 .114* 54 .034 WET 3 4800 286 .065 496 .111* WBR 0 0 28 37 OTAL CAPACITY UTILIZATION .289 .277 TOTAL CAPACITY UTILIZATION ..291 .277. Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 96 .030* 427 .133* NET 1 1600 2 .008 12 .035 NBR 0 0 11 44 SBL 1 1600 21 .013 23 .014 SET 2 3200 12 .008* 5 .003* SBR 0 0 23 .014 45 .028 EBL 1 1600 30 .019 55 .034* EBT 3 4800 544 .161* 334 .104 EBR 0. 0 229 222 .139. WBL 1 1600 182 .114* 54 .034 NET 3 4800 293 .067 544 .121* HER 0 0 28 37 DIAL CAPACITY UTILIZATION .313 .29. A -126 Existing + Growth + Approved+ Cumulative AMPKHOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 61 .019* 413 ..129* NET 1 1600 2 .008 12 ..035 NBR 0 0 11 44 SBL 1 1600 31. .019 32 .020 SET 2 3200 12 .008* 5. .003* SBR 0 0 23 .014 45 .028 EEL 1 1600 30 .019 55 .034* EBT 3 4800 504 .152* 362 .113 HER 0 0 224 200. .125 M 1 1600 182 .114* 54 .034 . WET 3 4800 320 .074 516 .117* WBR 0 0 35 47 TOTAL CAPACITY UTILIZATION .293 .28 22. Santa Cruz a San Joaquin Sills Existing + Growth + Approved + Cumulative + Project AM PE HOUR PM P$ HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 96 .030* 427 .133* NBT 1 1600 2 .008 12 .035 NBR 0 0 11 44 SBL 1 1600 31 .019 32 .020 SBT 2 3200 12 .008* 5 .003* SSR 0 0 23 ..014 45 .028 EBL 1 1600 30 .019 55 .034* SET 3 4800. 553 ..163* 372. .116 EBR 0.. 0.. 229 222 .139 NBL 1 1600 182 .:114* 54 ..034 WBT 3 .4800 .327 .075 564 .127* WBR 0 0 35 47 TOTAL CAPACITY UTILISATION .315 .297 A -127 23. Santa Rose S Ban Joaquin Hills Existing AM PK AM RE HOUR PM PK AM RE HOUR PM PR HOUR LANES. LANES CAPACITY VOL V/C VOL V/C MEL 1 1600 35 ..022 167 .104 *. NBT 1 1600 6 .004* 18 .018 NBR 1 1600 67 .042 372 .233 SBL 1 1600 66 .041* 67 .042 SBT 1 1600 13 .008 7 .004* SBR 1 1600 36 .023 24 .015 `EBL 1 1600 33 .021 36 .023 EST 3 4800 253 .079* 597 .144* EBR 0 0 .142 .089 96 WBL WBL 2 3200 531 .166* 250 .078* WBT 3 4800 445 .104 244 .069 WBR 0 0 ` 56 86 86 Right Right Turn Adjustment EBR .015* NBR .108* TOTAL CAPACITY UTILIZATION .290 .438 Existing + Growth +Approved + Project AM PK AM RE HOUR PM PK HOUR LANES LANES. CAPACITY VOL ' V/C VOL V/C NBL 1 1600 53. .033 223 .139* NBT 1 1600 6 .004* 28 .018 NBR 1 1600 99 .062 409 .256 SBL 1 1600 66 .041* 67. .042 SBT 1 1600 13 .008 7 .004* SBR 1 1600 36 .023 14 .015 EBL 1 1600 34 .021 36 .023 EST 3 4800 258 .081* 602 .150* EBR 0 0 198 .124 116 WBL WBL 2 3200 542 .169* 288 .090* WBT ` 3 ` 4800 463 .108 269 .074 HER 0 0 56 100 86 Right Right Turn Adjustment EBR .015* NBR .087* TOTAL CAPACITY UTILIZATION .310 .470 A -128 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 46 .029 175 ..109* NET 1 1600 6 .004* 28 .018 NBR 1 1600 70 .044 398 .249 SBL 1 1600 66. .041* 67 .042 SBT. 1 1600 13 .008 7 .004* SBR' 1 1600 36 .023 24 .015 EBL 1 1600 34 .021 36 .023 EST 3 4800 258 .081* 602 .148* EBR 0 0 149 .093 106 WBL 2 3200 538 .168* 274 .086* WBT 3 4800 463 .108. 269 .074 WBR 0 0 56 86 Right Turn Adjustment NBR .113* Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 46 .029 175 .109* NET 1 1600 6 .004* 28 .018 NBR 1 1600 81 .051 440 .275 SBL 1 1600 81 .051* 79 .049 SBT 1 1600 13 .008 7 .004* SBR 1 1600. 36 .023 24 .015 .EBL 1 1600 34 .021 36 .023 EST 3 4800 277 .087* 649 .157* EBR 0 0 149 .093 106 WBL 2 3200 577 .180* .299 .093* WBT 3 4800` 504 .119 299 .083 WBR 0 0 67 100 Right Turn Adjustment NBR :141* TOTAL CAPACITY UTILIZATION .322 504 23. Santa Rosaa San Joaquin Sills TOTAL CAPACITY UTILISATION .326 .514 A- 129.... 24. San Niguel 6 San Joaquin Hills Existing AM PK HOUR PM PK HOUR LANES. CAPACITY VOL V/C VOL V/C NBL 1 1600 2 .001 11 .007 NBT 2 3200. 229 .100* 499 .222* NBR 0 0. 91 210 SBL 1 1600 67 .042* 85 .053* SBT 2 3200 316 .131 241 .106 SBR 0' 0 102 97 EBL 2 3200 214 .067 514 .161* EST 3 4800 492 .107* 431 .093 EBR 0 0 23 14 WBL 1 1600 213 .133* 264 .165 WET 3 4800 663 .151 784 .177* WBR 0... 0 60 67 i TOTAL CAPACITY UTILIZATION .382 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 .1600 2 .001 11 .007 NBT 2 3200 229 .100* 505 .226* NBR 0 0 91 218 SBL 1 1600 67 .042* 85 .053* SBT 2. 3200. 316 .131 249 .108. SBR. 0 0 102 97 EBL 2 3200. .214 ..067 514 .161* BHT 3 4800 493 .108* 431 .093 EBR 0 0. 23 14 WBL 1 1600 215 .134* 272 .170 WBT 3 4800 663 .151 784 .177* WBR 0 0 -60 67 .613 TOTAL CAPACITY UTILIZATION .384 Existing + Growth + Approved .+ Project AM PK HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 2 .001 11 .007 NBT 2 3200 229 .100* 514 .228* NBR 0 0 90 215 SBL 1 1600 67 .042* 85 .053* SBT 2 3200 325 .133 248 .108 SBR 0 0 102 97 EBL 2 3200 214 .067 514 .161* EBT 3 4800 493 .108* 431 .093 EBR 0 0 23 14 WBL 1 1600 213 .133* 266 .166 WBT 3 4800 663 .151 784 .177* WBR 0 0 60 67 TOTAL CAPACITY UTILIZATION .383 .619 A -130 .617 Existing + Growth + Approved+ Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600. 2 .001 11 .007 NBT 2 3200 229. .100* 505 :226* NBR 0 0 91 218 SBL 1 1600 67 .042* 85 .053* SBT 2 3200 316 .131 249 .108 SBR 0 0 102 97 EBL 2 .3200 214 .067* 514 .161* BHT 3 4800 556 .121 647 .138 EBR 0 0 23 14 WBL 1 1600 ' 215 .134 272 .170 WHY 3 4800 854 .190* 921 .206* WBR 0 0 60 67 TOTAL CAPACITY UTILIZATION .399 .646 24. San Niguel & San Joaquin. Hills TOTAL CAPACITY UTILIZATION .399 .648 A -131 25. Avocado &San Niguel Existing Project AM PK AM PK AM PK HOUR PM PK AM PK HOUR PM PK HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 123 .077 176 .110* NBT 1 1600 148, .093* 60 .038 NBR 1 1600 121 .076 655 .409 SBL 1 1600 51 .032* 222 .139 , SBT 1 ,1600 51 .032 129 .081* SBR 1 1600. 16 ..010 21 ..013. EBL 1 1600 7 .004 182 .114* BHT 2 3200 148 .063* .444. .169 EBR 0 0 53 98 98 WBL WBL 1 1600 467 .292* 174 .109 NET 2 3200 435 ..194 492 .178* WBR 0 0 187 78 76 Right Right Turn Adjustment NBR ..271* NBR .265* TOTAL CAPACITY UTILIZATION .480 .748 Existing + Growth + Approved + Project AM PK AM PK AM PK HOUR PM PK HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 123 .077 176 .110* NBT 1 1600 197 .123* 70 .044 NBR 1 1600 121 .076 655 .409 SBL 1 1600 52 .033* 232 .145 SET 1 .1600 58 .036 177 .111* SBR 1 1600 16 .010 21 .013 EBL 1 1600 7 .004 182 .114* EST 2 3200 158 .066* 467 .177 ERR 0 0 53 98 98 WBL WBL 1 1600 467 .292* 174 .109 WBT 2 3200 434 .197 502 .181* WBR 0 ' 0 197 76 78 Right Right Turn Adjustment NBR ..271* NBR .244* TOTAL CAPACITY UTILIZATION .514 .760 A -132 Existing + Regional Growth + Approved AM PK AM PK HOUR PM PK HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 123 .077 176 .110* NBT 1 1600. 148 , .093* 60 .038 NBR 1 1600 121 .076 655 .409 SBL 1 1600 51. .032* 222 .139 SBT 1 1600 51 .032 129 .081* SBR 1 1600. 16 .010 21 .013 EBL 1 1600 7 .004 182 .114* EST 2 3200 .148 .063* 466 .176 EBR 0 0 53 98 98 WBL WBL 1 1600 467 ..292* 174 .109 WBT 2 3200 435 .194 508 .183* WBR 0. 0 187 76 76 Right Right Turn Adjustment NBR ..271* NBR .266* TOTAL CAPACITY UTILIZATION .480 .754 .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* NBT 1 1600 148 .093* 60 .038 NBR 1 1600 121 .076 655 .409 SBL 1 1600 51. .032* 222 .139 SBT 1 1600 51 .032 129 .081* SBR 1 1600 16 , .010 21 .013 EEL 1 1600. 7 .004 .182 ..114* EST 2 3200 160. .067* 503 .188 EBR 0 0 53 98 WBL 1 1600 467 .292* 174 .109 WBT 2 3200 472 .206 530 .189* WBR 0 0 .187 76 Right Turn Adjustment NBR ..271* TOTAL CAPACITY UTILIZATION .484. .765 25.: Avocado. d: San !Miguel TOTAL CAPACITY UTILIZATION .518 .770 A -133 26. Superior /Balboa A Coast Hwy Existing AM PK HOUR PM PK HOUR LANES CAPACITY . VOL VIC VOL VIC NBL 1.5 202 261 EST 1.5 4800 .327 .129* 209 .111* NBR 0 89 65 SBL 1.5 170 163 SBT 1.5 4800 122 .061* 237 .083* SBR 2 3200 187 .058 738 .231 EEL 2 3200 988 .309 255 .080* EBT 3 4800 2242 .467* 1169 .244 EBR 1 1600 238 .149 225 .141 WBL 1 1600 61 .038* 147 .092 WBT 4 6400 582 .121 2165 .359* WBR 0 0 206 .129 134 Right Turn Adjustment SBR .088* Note: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .695 .721 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1.5 203 261 EST 1.5 4800 357 .135* 21B .114* NBR 0 89 66 SBL 1.5 170 163 SET 1.5 4800 128 .062* 269 .090* SBR 2 3200 207 .065 868 .271 EEL 2 3200 1111 .347 293 .092* EBT 3 .4800 2388 .498* 1256 .262 EBR 1 1600 238 .149 228 .143 WBL 1 1600 61 .038* 147 .092 WBT 4 6400 651 .134 2329 .385* WBR 0 0 206 134 Right Turn Adjustment SBR .112* Note: Assumes NIS Split Phasing Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1.5 203 261 -NBT 1.5 4800 357 .135* 218 .114* NBR 0 89 66 SBL 1.5 170 163� SBT 1.5 4800 128 .062* 269 .090* SBR 2 3200 207 .065 868 .271 EEL 2 3200 1111 .347 293 .092* EBT 3 4800 2377. .495* 1248 .260 EBR 1 1600 238. .149 228 .143 WBL 1 1600 bl .038* 147 .092 WET - 4 6400 633 .131 2314 .383* WBR 0 0 206 134. Right Turn Adjustment SBR .112* Note: Assumes NIS Split Phasing 791 TOTAL CAPACITY UTILIZATION _730 Existing + Growth + Approved + Cumulative. AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1.5 203 261 NUT 1.5 4800. 371 .138* 233 .117* NBR 0 89 66 SBL 1.5 193 242 SBT 1.5 4800 134 .068* 297. .112* SBR 2 3200 230 .072 982 .307 EBL 2 3200 1167 .365 354 .111* EBT 3 4800 2423 ..505* 1406 .293 EBR 1 1600.. 238 ..149 .228' .143 WBL 1 1600 61 .038* 147 .092 WBT 4 6400 788 .164 2409 :405* WBR 0 0 282 .176 181 Right Turn Adjustment SBR .112* Note: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .733 .793 TOTAL CAPACITY UTILIZATION .749 A -134 857 26. Superior /Balboa &Coast Huy Bristiug + Growth + Approved + Cumulative + Project AM PK HOUR PM PK HOUR LANES .CAPACITY VOL VIC VOL VIC NBL 1.5 203 261 NET 1.5 9800 371 .138* 233 .117* HER 0 89 66 SBL 1..5 193 292 SET 1.5 9800 .139 .068* 297 .112* SBR 2 3200. 230.072 982 .307 EEL 2 3200 1167 .365 359 .111* EST 3 9800 2939 .507* 1919 .295 ERR 1 1600 238 .199 228 .193 WBL 1 1600 61 .038* 197 ..092 NET 4 6900 806 .168 2929 .907* WBR 0 0 282 .176 181 Right Turn Adjustment SBR .112* Note: Assumes NIS Split Phasing TAL CAPACITY UTILIZATION .751 .B A -135 27. Newport 6 Coast Hwy Existing AM PK HOUR PM PK HOUR LAMES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 0 0 0 0 NBR 0 0 0 0 SBL 2 3200 : 384 .120* 617 .193* SBT 0 0 0 0 SBR 1 1600 269 .168 470 ..294 EBL 0 0 0 0 EST 2 3200 2075 .648* 1267 .396* EBR f 487 267 WBL 0 0 0 0 WBT 3 4800 979 .204 1848 .385 WBR f 370 563. Right Turn Adjustment SBR .093* TOTAL CAPACITY UTILIZATION. '.768 .682 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL: 0 0 0 0 NET 0 0 0 0 NBR 0 0 0.. 0 SBL 2 3200 419 .131* 732 .229* SET 0 0 0 0 SBR 1 1600 313 .196 510 .319 EBL 0 0 0 0 EST 2 3200 2151 .672* 1383: .432* EBR f 506 282 WBL 0 0 0 0 WBT 3 4800 1053 .219 1932 .403 WBR f 381 580 Right Turn Adjustment SBR .068* TOTAL CAPACITY UTILIZATION .803 ..724 Existing + Regional: Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL. V/C VOL V/C NBL 0 0 0 0 NET 0 0 0 0 -- NBR 0 0 0 0 SBL 2 -3200 409: .128 *. 728 .228* SBT. 0 0 0 : 0. SBR 1 1600 313 _196 510 .319. EEL 0 0 0 0 EBT 2 3200 2140 .669 *' :1375 .430* ..ERR.. f 506. 282 WBL 0 0 0 0 WBT 3. 4800 1035 .216 1917 ..399 WBR f. 381 580 Right Turn Adjustment SBR .068* Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 0. 0 0 0 HER 0 0 0 0' SBL 2 3200 426 .133* 813 .254* SBT 0 0. 0 0 SBR 1 1600 313 .196 510 .319. EBL 0 0 0 0 EBT 2 3200 2207 .690* 1613 .504* ERR f 506 282 WBL 0 0 0 0 WBT 3 4800 1266 .264 2058 .429 WBR f : 385 584 Right Turn Adjustment : SBR ..009* NTTAL CAPACITY UTILIZATION .823 A -136 767 Monona 27. Newport & Coast 6wy TOTAL CAPACITY UTILIZATION .829 .770 A -137 28. Riverside 6 Coast Hwy Existing AM PK AM PK HOUR PM PR HOUR AM PK HOUR PM PK HOUR VOL LANES CAPACITY VOL V/C VOL V/C NBL 0 0 2 1.0011* .005 26 .029' NBT 1 1600 6 .005 7 .029* NBR 0 0 0 SBT 14 1 1600 SBL 0 0 85 SBR 84 1.0521* 301 SBT 1 1600 15 .063* 7 .057 SBR 1 1600 301 .188 433 .271 EBL 1 1600 280 .175 268 .168* EBT 2 3200 2094 .660* 1528 .484 EBR 0 0 18 .554' 21 1 1600 WBL 1 1600 9 .006* 28 .018 WBT 3 4800 1232 .257 2430 .506* WBR 1 1600 68 .043 65 .041 Right Turn Adjustment SBR .038* , Note: Assumes Right -Turn Overlap for SBR Existing + Regional Growth + Approved AM PK AM PK HOUR PM PR HOUR LANES CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 0 0 2 {.0011* 26 26 NBT NBT 1 1600 6 .005 7 .029' NBR 0 0 0 14 14 SBL SBL 0 0 87 90 {.0561* 86 {.0541* SBT SBT 1 1600 15 .064* 7 .058 SBR 1 1600 301 _188 433 .271 EBL 1 1600 280 .175 268 .168* EBT 2 3200 2272 .716* 1770 .560 EBR 0 0 18 21 21 WBL WBL 1 1600 9 .006* 28 .018 WBT 3 4800 1410 .294 2658 .554' WBR 1 1600 69 .043 68 .043 Right Turn Adjustment SBR SBR .036* Note: Assumes Right -Turn Overlap for SBR TOTAL .CAPACITY. UTILIZATION .730 .793. TOTAL CAPACITY UTILIZATION. .707 .841 Existing + Growth + Approved + Project AM PK AM PK HOUR PM PK HOUR LANES CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 0 0 2 1.0011* 26 26 NBT NBT 1 1600 6 .005 7 .029* NBR 0 0 0 14 14 SBL SBL 0 0 87 90 {.0561* 86 1.0541* SBT SBT 1 1600 15 .064* 7 .058 SBR 1 1600 301 .188 433 .271 EBL 1 1600 280 .175 268 .168* EBT 2 3200 2294 .723* 1783 .564 EBR 0 0 18 21 21 WBL WBL 1 1600 9 .006* 28 .018 WBT 3 4800 1436 .299 2685 .559* WBR 1 1600 69 _043 68 .043 Right Turn Adjustment SBR SBR .036* ` Note: Assumes Right -Turn Overlap for SBR Existing +.Growth + Approved+ Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 2 {,DD11* 26 NBT 1 1600 6 .005 7 .029* NBR 0 0 0 14 SBL 0 0 92 90 {.0561* SBT 1 1600 15 .067* 7 .061 SBR 1 1600 301 .188 433 .271 EBL 1 1600 280 .175 268 :168* EBT 2 3200 2361 .743* 2097 .662 EBR 0 0 18 21 WBL 1 1600 9 .006* 28 .018 17BT 3 4800 1687 .351 ' 2849 .594* WBR 1 1600 73 .046 72 .045 Right Turn Adjustment SBR .034* Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION .794 .846 TOTAL CAPACITY UTILIZATION .817 .881 A -138 28.: Riverside 6 Coast Hwy Existing + Growth + Approved + Cumolativa + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 2 {.001)* 26 NBT 1 1600 6 .005 7 .029* NBR 0 0 0 14 SBL 0 0 92 90 {.056)* SET 1 1600 15 .067* 7 .061 SBR 1 1600 301 .188 433 .271 EBL 1 4600 280 .175 268 .168* EBT 2 3200 2383 .750* 2110 .666 EBR 0 0 18 21 WBL 1 1600 9 .006* 28 .018 WBT 3 4800 1713 .357 2876 .599* WBR 1 1600 73 .046 72 .045 Right Turn Adjustment SBR .034* Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION .824 .8' A -139 29. Tustin a Coast Nwy Existing AM PK. HOUR PM PK HOUR LANES CAPACITY VOL V /C. VOL V/C NBL 0 0 0 11.0011* NBT 1 1600 0 .000 - 0 .004 NBR 0 0 0 6 SBL 0 0 36 45 SBT 1 1600 0 .033* 0 .053* SBR 0 0 16 40 EBL 1 1600 27 .017 32 .020* EBT 2 3200 2241 .700* 1548 .486 EBR 0 0 0 7 WBL 1 1600 1 .001* 0 .000 WBT 3 4800 1236 .258 2462 .513* WBR 1 1600 39 .024 47 .029 TOTAL CAPACITY UTILIZATION .734 Existing + Regional Growth + Approved AM PK HOUR PM PK. HOUR .LANES CAPACITY VOL V/C VOL V/C NHL 0 0 0 11.0011* NBT 1 1600 -`0 .000 0 .004 NBR 0 0 0 6 SBL 0 0 36 45 SBT 1 1600 0 .033* 0 ,053* SBR 0 0 16 40 EBL 1 1600 27 .017 32 .020* EBT 2 3200 2417 .755* 4701 .534 EBR 0 0 0 7 NBL 1 1600 1 .001* 0 ,000 WBT 3 4800 1340 .279 2663 .555* NBR 1 1600 39 .024 47. .029 629 .587 TOTAL CAPACITY UTILIZATION .789 Existing + Growth + Approved+ Project AM PK HOUR AM PK HOUR PM PK HOUR LANES LANES CAPACITY VOL V/C ' VOL V/C NBL 0 0 0 1 1.0011* 1 {.0011* NBT NBT 1 1600 0 .000 0 .004 NBR 0. 0. 0 6 6 SBL SBL 0 0 36 - 45 SBT SBT 1 1600 0 .033* 0 .053* SBR 0 0 16 ,40 40 EEL EBL 1 1600 27 .017 32 .020* EBT 2 3200 2439 .762* 1714 .538 EBR 0 0 0 7 7 WBL WBL 1 1600 1 .001* 0 .000 WBT 3 4800 1366 .285 2690 .560* WBR 1 1600 39 .024 47 .029 OTAL CAPACITY UTILIZATION .796 .631 A -140 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL. V/C VOL V/C NBL 0 0 0 1 1.0011* NBT 1 1600 0 .000 0 .004 NBR 0. 0 0 6 SBL 0 0 36 45 SBT 1 1600 0 .033* 0 .053* SBR 0 0 16 ,40 EEL 1 1600 27 .017 32 .020 EBT 2 3200 2511 .785* 2033 .638* EBR 0 0 0 7 WBL 1 1600 1 .001* 0 .000 WET 3 4800 1620 .338 .2860. .596 WBR 1 1600 39 .024 47 .029 'OTAL CAPACITY UTILIZATION .819 .6% 29.: Tustin 6 Coast. BMy TOTAL CAPACITY UTILIZATION .826 .696 A -141 30. Dover& Coast Hwy Existing Project. AM PK AM PK AM PK HOUR AM PK HOUR PM PK HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 15 .009 36 .023 NUT 2 3200 38 .018* 49 .026* NBR 0 0 21 34 34 SBL SBL 3 4800 821 .171* 1058 .220* SBT 1 1600 31 .019 77 .048 SHE 1 1600 124 .078 175 .109 EBL 2 3200 143 .045 133 .042* .EST. 3 4800 2251 .475* 1457 .312 ESE 0 0 27 40 40 WBL WBL 1. 1600 16 .010* 55 .034 WBT 3 4800 1207 .251 2178 .454* WBR f 512 497 1128 1108 TOTAL CAPACITY UTILIZATION .674 .742 Existing + Growth + Approved .+ Project. AM PK AM PK AM PK HOUR PM PK. HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 15 .009 36 .023 NUT 2 3200 38 .018* 49: .026* NBR 0 0 21 34�, 34 SBL SBL 3 4800 835 .174* 1072 .223* SBT 1 1600 31 .019 77 .048 SBR 1 1600 142 ..089 203 .127 EBL 2 3200 157 .049 170 .053* EST 3 4800 2408 .507* 1595 .341 ERR. 0 0 27 _40. 40 WBL WBL 1 1600 16 .010* 55 .034 WBT 3 4800 1321 .275 2352 .490* WEE f 506 512 1118 1128 OTAL CAPACITY UTILIZATION .709 .792 A -142 Existing + Regional: Growth + Approved',, AM PK AM PK HOUR PM PK HOUR'. LANES LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 15 .009 36 .023 NBT 2 3200 38 .018* 49 .026* NBR 0 0 21 34 34�, SBL SBL 3 4800 826 .172* 1071 .223* SBT 1 1600 31 .019 77 .048 SBR 1 1600 ' 142 .089. 203' .127 EBL 2 3200 157 .049 170 .053* EST 3 .4800 2386 .503 *. 1582 - :338 EBR 0 0 27. 40 _40. WBL WBL ` 1 1600 16 .010 *. 55 ,034 WBT 3 4800 1295 .270 2325 .484* WBR f 586 506 1169 1118 OTAL. CAPACITY UTILIZATION .703 .786 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR. LANES CAPACITY VOL V/C VOL V /C. NBL 1 1600 15 .009 36 .023 NET 2 3200 38 .018* 49 .026* NBR 0 0 21 34 SBL 3 4800 854 .178* 1154 .240* SBT 1 1600 31 .019 77 .048 SBR 1 .1600 142 ..089 203 .127 EBL 2 3200 157 .049 170 .053* EBT 3 4800 2480 .522* 1914 .407 EBR 0 0 27 40 WBL 1 1600. 16 .010* 55 .034 WBT 3 4800 1575 .328 2522 .525* WBR f 586 1169 `OTAL. CAPACITY UTILIZATION .728 :.844 30.. Doves A Coast Hwy Existing + Growth + Approved + Cumulative + Project AM PK HOUR PM PK BOUR LANES CAPACITY VOL V /C. VOL V/C - NBL 1 1600 15 .009 36 .023 NIT 2 3200 38 .018* 49 .026* NBR 0 0 21 34 SBL 3 4800 863 .180* 1155 .241* SBT 1 1600 31 .019 77 .048 SBR 1 1600 142 .089 203 .127 EEL 2 3200 157 .049 170 .053* EST 3 4800 2502 .527* 1927 .410 ESA 0 0 27 40 WBL 1 1600 16 .010* 55 .034 NET 3 4800 1601 .334 2549 .531* WBR f 592 1179 TOTAL CAPACITY UTILIZATION .735 .8 A -143 31. Hepside &.Coast Hwy.. Existing AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR VIC LANES CAPACITY VOL VIC VOL VIC NBL 2.5 .394 0.5 477 17 ,.094* NET 0.5 4800 17 .093* 17 '.109* NBR 0 35 1 29 68 SBL 1 1600 19 ..012 1 27 .017 SBT : 1 1600 9 .017* 11 .026* SIR 0. 0. 18 1 30. 61 EBL 1 1600 26 .016 48 .030* EBT 3 4800. : 2800 _.583* 1 1947 .406 PBR :1 1600 _344. .215 424 .265 WBL 1 1600. 62 ..039* 4 74 .046 WBT 4 6400 1407 .222 3026 .477 *. WBR 0 0 14 Assumes 29 Nate: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .732 .642 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES. CAPACITY. VOL VIC VOL VIC NBL: 2.5 : 397 482 NBT 0.5 4800 < 17 .094* 17 .110* NBR. 0 36.. 29. SBL 1 1600 63 .039* 98 .061* SBT 1 .1600 9 .028 11 ..044 HER 0 0 36 59 EEL 1 1600 61 .038 74 .046* EBT 3 4800 2977 .620* 2096 .437 EBR 1 1600 346 .216 431 .269 WBL 1 1600 62 .039* 74 .046 WBT 4 6400 1534 .242 3240 .511* WBR 0 0. : 14 29 Note: Assumes NIS Split Phasing TOTAL. CAPACITY UTILIZATION ..792 .728 A -144 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES .CAPACITY VOL. VIC VOL VIC NBL 2.5 397 482 NBT 0.5 4800 17 .094* 17. .110* NBR 0 36 29 SBL 1 1600 63 :039* 98 :061* SBT 1 1600 9 .028 :11 .044: SBR 0 0 36 59 EEL 1 1600 61 .038 74 .046* PET 3 4800 2946 .614* 2083 .434 PER 1 1600. 346. .216 431 .269 NBL 1 1600 62 .039* 74 .046 NBT 4 6400 1502 .237 3203 .505* WBR 0 0 14 29 Note: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATIOK .786 .722 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL V/C NBL 2.5 397 482 NBT 0.5 4800 17 ,.094* 17 .110* NBR 0 36 29 SBL 1 1600 68 .043* 102 .064* SBT 1 1600 9 .028 11 .044 SBA 0 0 36 59 EBL 1 1600 61 .038 74 .046* EBT 3 4800 3062 .638* 2468 .514 EAR. 1 1600 346 .216 431 .269 WBL 1 1600 62 .039* 74 .046 WET 4 6400 1849 '.292 3437 .542* WBR 0 0 18 : 33 Note: Assumes NIS Split Phasing TOTAL CAPACITY UTILIZATION .814 .762 I 31. Bayside a Coast Hwy TOTAL CAPACITY UTILIZATION .620 .768 8 -145 32. Newport Center 6 Coast Hwy Existing AM PK HOUR PM PK AMPKHOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 0 NET NIT 0 0 0 0 NBR 0 0 0 0 0 0 SBL. 2. 3200 46 ..014* 141 .044* SET 0 0 0 0 0 0 HER f 0 82 HER 539 EBL 2 3200 263 .082 307 .096* EST 3 4800 1642 .342* 1567 .326 ERR 0 0 0 .360* 0 .340 WBL 0 0 0 0 0 0 WET 3 4800 1222 .255 1881 .392* OR f 225 3 160 1278 TOTAL CAPACITY UTILIZATION .356 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES .CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 0 0 0 0 NBR 0 0 0 0 SBL 2 3200 46 .014* 144 .045* SIT 0 0 0 0 SBR f 91 570 EEL 2 3200 268 .084 320 .100* EST 3 4800 1697. .354* 1627 .339 EBR 0 0 0 0 WBL 0 0 0 0 NET 3 4800 1274 .265 1944 .405* WBR f 226 166 .532 TOTAL. CAPACITY UTILIZATION .368 .55 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 0 0 0 0 NBR 0 0 0 0 SBL 2 3200 44 .014* 135 .042* SET 0 0 0 0 HER f 102 572 EBL 2 3200 268 .084 321 .100* BHT 3 4800 1726 .360* 1633 .340 EBR 0 0 0 0 NBL 0 0 0 0 WET 3 4800 1278 .266 1973 .411* WBR € 223 154 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 0 0 0 0 HER 0 0 0 0 SBL. 2 3200 46. .014* 144 .045* SET 0 0 0 0 SIR f 91 570 EBL 2 3200 268 .084* 320 .100* EST 3 4800. 1853 .386 2140 .446 EBR 0 0 0 0 WBL 0 0 0 0 WET 3 4800 1743 .363* 2261 .471* WBR f 226 166 TOTAL CAPACITY UTILIZATION .374 .553 TOTAL CAPACITY UTILIZATION .461 A -146 :vav 32. Newport Canter 6 Coast Hwy Hristing + Growth + Approved + Cumulative+ Project AMPK HOUR PM PK HOUR LANES. CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 0 0 0 0 NBR 0 0 0 0 SBL 2 3200 44 .014* 135 .042* SET 0 0 0 0 SEE f 102 572 `EEL 2 3200 268 .084* 321 .100* EST 3 4800 1882 .392 2146 .447 EBR 0 0 0 0 WBL 0 0 0 0 WBT 3 4800 1747 .364* 2290 .477* WBR f .223 154 TOTAL CAPACITY UTILIZATION .462 .619 A -147 33. Avocado &Coast Hwy Existing AM PK HOUR PM PK HOUR LANES CAPACITY- VOL VIC VOL V/C NBL 1 1600 78 .049 109 .068* NBT 1 1600 106 .066* 90 .056 NBR 1 1600 121 .076 163 .102 SBL 1.5 50 300 SBT 0.5 3200 43 .029* 130 .134* SBR f 50 275 EBL 1 1600 199 .124* 120 .075 EBT 3 4800 1233 .267 1494. .326* EBR 0. 0. 48 70 WBL 1 1600 95 .059 119 .074* WBT 3 4800 1126 ..271* 1365 .309 WBR 0 0 177 119. Note: Assumes N/S Split Phasing Existing + Regional Growth + Approved AM PK HOUR PM PE HOUR LANES CAPACITY VOL. V/C VOL V/C NBL 1 1600 78 ..049 109 ..068* NBT, 1 1600 106 .066* 90 .056 NBR 1 1600 121 .076 163 .102 SBL 1.5 50. 300 SBT 0.5 3200 43 ..029* 130. .134* HER f 50 276 EBL 1 1600 199 .124* 120 .075 EST 3 4800 1288 .278. 1564 .341* ERR 0 0 48 71 PHIL 1 1600 95 .059 119 .074* WBT 3 4800 1186 ..284* 1427 .322 WBR 0 0. 177 119 �. Note: Assumes N/S Split Phasing OTAL CAPACITY UTILIZATION .490 .602 TOTAL CAPACITY UTILIZATION .503 .61' Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 78 .049 109 .068* NET 1 1600 106 .066* 90 .056 NBR 1 1600 .121 .076 163 .102 SBL. 1.5 53 319 SBT 0.5 3200 43 .030* 130 ..140 *. SBR f 54 305 EBL 1 1600 228 .143* 126 .079 EBT 3 4800 1287 .278 1560 .340* ERR 0 0 48 71 WBL 1 1600 95 .059 119 .074* WHY 3 4800 1184 .288* 1421 .322 WBR 0 0 197 123 Note: Assumes N/S Split Phasing TOTAL. CAPACITY UTILIZATION .527 .62: A -148 Existing + Growth . +.Approved + Cumulative AM PK HOUR PM PK HOUR. LANES CAPACITY VOL V/C ' VOL V/C NBL 1 1600 78 .049 109 .068* NBT 1 1600 106 .066* 90 .056 NBR 1 1600 121 .076 163 .102 SBL 1.5. 50 300 SBT 0.5 3200 43 .029* 130 .134* SBR f 50 276 EBL 1 1600 199 .124* 120 .075 EBT 3 4800 1444 .311 2077 .448* EBR 0. 0 48 71 WBL 1 1600 95 .059 119 .074* WET 3 4800 1655 .382* 1744 .388 WBR 0 0 177 119 Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION .601 .724 33. Avocado 6 Coast 9ry TOTAL CAPACITY UTILIZATION .624 .729 A -149 34.: Goldenrod 6 Coast Hwy Existing Project AM PK HOUR AM PH HOUR AM PK HOUR PM PK HOUR LANES LANES CAPACITY VOL VIC VOL VIC NBL 0 0 106 1.0691* 110 1.0691* NBT 1 1600 0 .083* 0 .084 HER 0 0 27 0 25 SBL. 0 0 40 {,0251* 0 47 SET 1 1600 5 .037 5 .047* SBR 0 0 14 .047* 23 EEL 1 1600 16 .010* 39 .024 EBT 2 ' 3200 1132 .366 1717 .545* . MR 0.. 0,. 39 1197 .386 ML 1 1600 44 .028 26 ..016* WBT 2 3200 1935 _608* 1703 .536 WBR 0 0 11 WET 13 TOTAL CAPACITY UTILIZATION .726 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 0 0 106 110 1.0691* - NUT 1 1600 0 .083* 0 .084 NBR 0 0 27 25 SBL 0 0 41 1.0261 *. 47 SET 1 1600 5 .038 5 .047* SBR 0 0 14 23 EBL 1 1600 16 .010* 39 .024 EBT 2 3200 1183 .382 1794 .569* EBR. 0 0 39 26 WBL 1 1600 . 44 ..028 26 .016* WHY 2 3200. 2022 ..635 *. 1778 .560 WBR 0 0 11 13 .677 TOTAL CAPACITY UTILIZATION .754 .701 Existing + Growth + Approved + Project AM PK HOUR AM PH HOUR PM PH HOUR CAPACITY LANES CAPACITY VOL VIC VOL VIC NBL 0 0 106. 1.0691* 110 {.0691* 1 NET 1 1600 0 .083* 0 .084 NBR 0 0 27 25 0 SBL 0 0 41 1.0261* 47 1 SBT 1 1600 5 .038 5 .047* SBR 0 0 14 23 1 EBL 1 1600 16 .010* 39 .024 EBT 2 3200 1197 .386 1812 .574* MR 0 0 39 26 1 WBL 1 1600 44 .028 26 .016* WET 2 3200 2041 .641* 1780 .560 WBR 0 0 11 13 Existing + Growth + Approve! + Cumulative AM PK HOUR PM PK HOUR. LANES CAPACITY VOL VIC VOL VIC NBL 0 0 106 110 1.0691* NET 1 1600 0 .083* 0 .084 HER 0 0 27 25 SBL 0 0 41 1.0261* 47 SET 1 1600 5 .038 5 .047* SBR 0 0 14 23 EEL 1 1600 16 .010* 39 .024 EBT 2 3200 1342 .432 2321 .733* MR 0 0 39 26 WBL 1 1600 44 .028 26 .016* WBT 2 3200 2524 .792* 2095 .659 WBR I� 0 0 11 13 YTAL CAPACITY UTILIZATION .760 .706 TOTAL. CAPACITY UTILISATION .911 1865 A -150 34. Goldenrod 6 Coast Hwy Existing + Growth + Approved + Cumulative + Project AM PK HOUR PM P$ HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 106 110 {.0691* NBT 1 1600 0 .083* 0 .084 NBR 0 0 27 25 SBL 0 0 41 (.026)* 47 SBT 1 1600 5 .038 5 .047* SBR 0 0 14 23 RBL 1 1600 16 .010* 39 .024 EBT 2 3200. 1356 .436 2339 .739* EBR . 0 0 39 26 NBL 1 1600 44 .028. 26 ..016* NBT 2 .3200. 2543 .798* 2097 .659 NBR 0 0 11 13 TOTAL CAPACITY UTILIZATION .917 .871 A -151 35. Marguerite 6 Coast Nwy Existing AM PK AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR VOL LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 120 .075* 94 .059* NBT 1 - 1600 73 .081 71 .092 NBR 0 0 56 SBL 76 1600 SBL 1 1600 49 .031 92 .058 SET 1 1600 67 .121* 84 .101* SBR 0. 0 127 EEL 78 1600 EEL 1 1600 48 .030* 55 .034 - EST 2 3200 1104 .345 1687 .527* ERR 1 1600. 81 .051 57 .036 WBL 1 1600 24 .015 63 .039* WET 2 3200 1764 .562* 1366 .437 WBR 0 0 33 31 )PAL CAPACITY UTILIZATION .788 Existing + Regional Growth + Approved AM PK AM PK HOUR PM PK HOUR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 120 ..075* 94 .059* NET 1 1600 73 .081- - 71 .092. NBR 0 0 56 56 76 76 SBL 1 1600 49 .031 92 .058 SST 1 1600. 67 .121* 84. .101* SBR 0 0 127 127 78 78 EEL 1 1600 48 .030* 55 .034 EBT 2 3200 1153 .360 1761 .550* EBR. 1 1600 81 .051 57 .036 NBL 1 1600 24 .015 63 .039* WBT 2 3200 1845 .587* 1428 .456. WBR 0 0 33 33 31 31 726 TOTAL CAPACITY UTILIZATION .813 Existing + Growth + Approved + Project AM PK AM PK HOUR PM PK. HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 120 .075* 94 .059* NET 1 1600 73 .081 71 .092 HER 0 0. 56 76 1 SBL 1 1600 49 .031 92 .058 SET 1 1600 67 .121* 84 .101* SEA 0 0 127 78 1 EBL 1 1600 48 .030* 55 .034 EBT 2 3200 1167 .365 1779 .556* EBR 1 1600 81 .051 57 .036 WBL 1 1600 24 .015 63 .039* NET 2 3200 1864 .593* 1430 .457 NBR 0 0 33 31 )TAL CAPACITY UTILIZATION .819 .7! A -152 749 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 120 .075* 94 .059* NET 1 1600 73 .081 71 .092 HER 0 0 56 76 SBL 1 1600 52. .033 105 .066 SET 1 1600 67 .121* ` 84 .101* SBR 0 0 127 78 EBL 1 1600 48 .030* 55 .034 EBT 2 3200 1312 .410 2288 .715* EBR 1 1600 81 .051 57 .036 WEI. 1 ' 1600 24 .015 63 .039* WET 2 3200 2347 .748* 1745 .557 WBR 0 0 46 38 OPAL. CAPACITY UTILIZATION .974 .914 35. Marguerite s Coast evry TOTAL CAPACITY OTILIZATION .980 .920 A -153 36. Newport Center 4 Santa Barbara Existing AM PK HOUR PM PK HOUR' AM PK HOUR PM PK HOUR VOL LANES .CAPACITY VOL V/C VOL V/C NBL 1 1600 75 .047* 155 .097* NBT 2 3200 134 .042 102 .032 NBR 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42 .026 SBT 2 3200 76 .024* 180 .056* SBR 1 1600 39 .024 67 .042 EBL 1 1600 34 .021* 38 .024 EBT. 2 ' 3200 28 .018 97 .061* EBR 0. 0, 165 .103 132 .083 WBL 0. 0 2 WBT 23 1.0141* 3200 WBT 2 3200 5 .004* 44 ..028 0 ' WBR 0 0 6 .004 24 EBR Right Turn Adjustment ESE .044* TOTAL CAPACITY UTILIZATION .140 .22 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR' HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 75 .047* 155 .097* NBT 2 3200 134 .042 102 .032 NBR 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42. .026 SBT 2 3200 76 .024* 180 .056* SBR 1 1600 39 .024 67 .`.042 .042 EBL 1 1600 34 .021* 38 .024 EBT 2 3200 30 .019 106 .066* ERR 0 0 165 .103 132 .083 WBL 0 0 2 2 23 1.0141* 23 1.0141* WBT 2 3200 6 .004* 53 .031 HER 0 ' 0 ' 6 . .004 24 24 Right Turn Adjustment EBR .044* TOTAL. CAPACITY UTILIZATION .140 .233 A -154 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR HOUR LANES CAPACITY VOL. V/C VOL V/C NBL 1 1600 95 .047* 155 .097* NET 2 3200 134 .042 102 .032 NBR 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42 .026 SBT. 2 3200 76 .024* 180 .056* SBR 1 1600 39 ..024 67 .042 EBL 1 1600 34 .021* 38 .024 EBT 2 3200 28 .018 97 .061* EBR 0 0. 165 .103 132. .083 WBL 0 0 2 2 23 1.0141* 23 1.0141* WBT 2 3200 5 .004* 44 .028 WBR 0. 0 6 .004 24 24 Right Turn Adjustment EBR .044* .044* TOTAL CAPACITY UTILIZATION .140 .228 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 75 .047* 155 .097* NBT 2 3200 134 .042 102 .032 NBR 1 1600 14 .009 34 .021 SBL 1 1600 11 .007 42 .026 SBT 2 3200 76 .024* 180 .056* SBR 1. 1600 39 ..024 67 .042 EBL 1 1600 34 .021* 38 .024 EST 2 3200 28 .018 97 1061* ERR 0 0 165 .103 132. .083 WBL 0 0 2 23 1.0141* WBT 2 3200 5 .004* 44 .028 WBR 0 0 6 .004 24 Right. Turn Adjustment EBR .044* 'OTAL CAPACITY UTILIZATION .140 .228 36. Newport Center S Santa Barbara TOTAL CAPACITY UTILIZATION .140 .233 A -155 37. Santa Cruz a Newport Center... Existing Project AM PK HOUR AM PK AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR - LANES CAPACITY VOL V/C VOL V/C NBL 0 0 10 {.0061* 2 50 1,0311 *. NBT 2 3200 32 .022 144 .086 NBR 0 0 27 1 80 25 SBL 1 1600 25 .016 32 .020 SBT 1 1600 85 .053* 120 .075* SBR 1 1600 56 .035 103 .064 EBL 1 1600 35 .022 91 .057 EST 2 3200 60 '.019* 1. 102. .032* EBR 1. 1600 22 ..014 1 42 .026 WBL 1 1600 63 :039* 116 .073* WBT 2 3200 84 .026 102 .032 WBR 1 ` 1600 ` 34 .021 81 .051 DOTAL CAPACITY UTILIZATION .117 .211 Existing + Growth + Approved + Project AM PK HOUR AM PK AM PK HOUR PM PK HOUR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0. ,101.0061* 10 1.0061* 50 1:0311* NET 2 3200 33. .022. 153 ,088 NBR 0 0 27 27 80 80 SBL 1 1600 25 .016 32 .020 SET 1 1600 87 .054* 129 .081* SBR 1 1600 56 .035 103 .064 EBL 1 1600 35 .022 91 .057 MT 2 3200 60 .019* 102 .032* EBR. 1. 1600. 22 ..014 42 .026 WBL 1 1600 63 .039* 116 ..073* WBT 2 3200 84 .026 102 .032 WBR 1 1600 34 .021 81 .051 rOTAL CAPACITY UTILIZATION .118 .211 A -156 Existing + Regional Growth + Approved AM PK HOUR AM PK HOUR PM PK HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 0 0 10 1.0061* 50 1.0311* 2 NBT 2 3200 32 .022 144 .086. NBR 0 0 27 80 1 SBL 1 1600 25 .016 32 .020 SBT. 1 1600 85 .053* 120 .075' SBR 1 ' 1600. 56 ..035 103 .064 EBL 1 1600 35 .022 91 .057 EST 2 3200 60 .019 *. 102 .032* ERR 1 1600 22 ..014.. .026 42.....026 1 WBL 1 1600 63 .039* 116 .073* WET 2 3200 84 .026 102 .032 WBR 1 1600 34 .021 81 .051 TOTAL CAPACITY UTILIZATION .117 .211 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V /C' VOL V/C NBL 0 0 10 1.,0061* 50 1.0311* NBT 2 3200 32 .022 144 .086 NBR 0 0 27 80 SBL 1 1600 25. .016 32 .020 SET 1 1600 85 .053* .120 .075* SBR 1 1600 56 .035 103 ..064 EBL 1 1600 35 .022 91 .057 EBT 2 3200 60 .019* .102 ..032* EBR 1 1600 22 .014 42 .026 WBL 1 1600 63 .039* 116' .073* L. WBT 2 3200 84 .026 102 .032 WBR 1 1600 34 .021 81 .051 TOTAL. CAPACITY UTILIZATION .117 .211 37. Santa Cruz 6 Newport Center TOTAL CAPACITY UTILIZATION .118 .217 A -157 38. Newport Centex d Santa Rosa. Existing AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019 38 .024 NET 2 3200 69 .022* 204 .064* NBR 1 1600 22 .014 36 .023 SBL 1 1600 87 .054* 80 .050* SBT 2 3200 183 .057 228 .071 SEE 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 WET 2 4000 87 .032* 102 .034* WBR 1 1600 145 .091. 163 .102 Right Turn Adjustment WBR .018* NEE .030* Note: Assumes E/W Split Phasing TOTAL .CAPACITY UTILIZATION. .153 .24! Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019* 38 .024 NET 2 3200 75 .023 230 .072* NBR 1 1600 22 .014 36 .023 SBL 1 1600 87 .054 80 ..050 *. SBT 2 3200 213 .067* 243 ..076 -.071 SHE 1 1600 43 .027 84 .053 EEL. 0 0 20 84 EST 2 3200 34 .025* 42 ..053* EBR 0 0 26 63 .039 WBL 0.5 42 33 NET 2 4000. 76 .030* 60 .023* WBR 1 1600 145 .091 163 .102 Right Turn Adjustment WBR .014* WBR .041* Note: Assumes E/W Split Phasing Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019 38 .024 NET 2 3200 69 .022* 204 .064* NBR 1 1600 22 .014 36 .023. SBL 1 1600 87 .054* 80 .050* SBT 2 3200 183 .057 228 .071 SEE 1 1600 43 .027 84 .053 EEL 0 0 20 84 EST 2 .3200 39 .027* 67 .067* ERR 0 0. 26 63 ` WBL 0.5 42 33 WET 2 4000 87 .032* 102 .034* NEE 1 1600 145 .091 163. .102 Right Turn Adjustment NEE .018* WEE .030* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .153 .245 Existing +.Growth + Approved + Cuadlative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019 '38 .024 NET 2 3200 69 .022* 204` .064* HER 1 1600 22 .014 36 .023 SBL 1 1600 87 .054* 80 ..050* SBT 2 3200 183 .057 228 -.071 SEE 1 1600 43 .027 84 .053 EEL 0 0 20 84 EBT. 2 3200 50 .030* 109 .080* EBR ' 0 0 26 63 WEI, 0.5 42 ` 33 WET 2 4000 .126 .042 *' 127 .040* WBR 1 1600,145 .091 163.102` Right Turn Adjustment WEE .008* WBR .024* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .155 .239 TOTAL CAPACITY UTILIZATION .156 .258 A -158 38. Newport Center d Santa Rosa I Existing + Growth + Approved + Cumulative + Project AM PEHOOR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019* 38 .024 NET 2 3200 75 .023 230.072* NBR 1 1600 22 .014 36 .023 SBL 1 1600 87 ..054 80. .050* SBT 2 3200 213 .067* 243 .076 SBR 1 ` 1600. 43 ..027 84 .053 EBL 0 0 20 84 EST 2 3200. 45 .028* 84 .072* EBR 0 0. 26 63 WBL 0..5 42 33 WBT 2 .4000 115 ..039* 85 .030* WBR 1 1600 145 .091 163 .102 Right Turn Adjustment' WBR .005* WBR .034* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION. .158. .258 A -159 39. Newport Centex 6 San Miguel Existing AM PK HOUR PM PK AM PK HOUR PM PK HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 .030. 98 .061* NBT 2 3200 147 .086* 98 .061 NBR 0 0 127 180 180 .113 SBL 0 0 55 {.0341* 104 104 SBT SET 2 3200 54 .041 174 .121* SBR 0 0 21 110 110 EBL EBL 1 1600 13 .008 42 .026 EST 2 3200 39 .012* 248 .078* ERR 1 1600 17 .011 100 .063 NBL 1 1600 132 .083* 243 .152* WBT 2 3200 138 .043 282 ..088 WBR 1 1600 107 .067 160 .100 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 48 ..030 98 ` ..061* NET 2 3200 147 .086* 98 . .061. NBR 0 0 127 55 {.0341* 180 .113 SBL 0 0 55. {.0341* 174 104 SBR SBT 2 3200 54 .041 174. .121* SBR 0 0 21 EBT 110 - EBL 1 1600 13 .008 42 .026 EST 2 3200 39 .012* 248 .078* EBR , 1 1600 17 .011 100 .063. NBL 1 1600 132 _083* 243 .152* 4BT 2 3200 138 .043 282 .088 WBR 1 1600 107 .067 160 .100 TOTAL CAPACITY UTILIZATION .215 .412 TOTAL CAPACITY UTILIZATION .215 .412 Existing + Growth + Approved + Project ,AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C .NBL 1 1600 48 .030 98 ..061* NBT 2 3200 150 .087* 108 .068 NBR 0 0 127 180 .113. SBL 0 0 62 1.0391* 84 SET 2 3200 64 .046 167 .113* SBR 0 0 21 110 EBL 1 1600 13 .008 42 .026 EBT 2 3200 41. .013* 264 .083* EBR. 1. 1600 17 ..011 100 .063 WBL 1 1600 132 .083* 243 .152* WET 2 3200 142 .044 296 .093 WBR ` 1 1600 ` 101 .063 134 .084 NYTAL CAPACITY UTILIZATION .222 .409 A -160 Existing + Growth + Approved + Cumulative AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL. 'V /C NBL 1 1600 48 .030 98 .061* NBT 2 3200 147 .086* 98 .061 NBR 0 0 127 180 .113 SBL. 0 0 55 {.0341* 104. SET 2 3200 54 .041 174 .121* SBR 0 0 21 110 EEL 1 1600 13 .008 42 .026 EBT 2 3200 51 .016* 285 .089* EBR 1 1600 17 .011 100 .063 WBL 1 1600 132 .083* 243 .152* WIT 2 3200 175 .055 304 .095 WBR 1 1600 107 .067 160 .100 MAL. CAPACITY UTILIZATION .219 .423 39. Newport Center 6 San Miguel TOTAL CAPACITY OTILIZATION .226 .420 A -161 40. Newport Center /Fashion Island & Newport Center Existing AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR VOL LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .104* 143 .089* NET 2.. 3200 58 .018 169 .053 HER 1 1600 276 .173 119 .074 SBL 1 1600 4 .003 41 .026 SET 2 3200 10 .003* 112 .036* SBR 0 0 1 EEL 3 1600 EBL 1 1600 6 .004 22 .014 EBT 2 3200. 98 .031* 105 .033* EBR 1 1600 125 .078 215 .134 WBL 1 1600 68 .043* 376 .235* WET 2 3200 41 ..013 83 .026 WBR 1 1600 12 .008 52 .033 Right Turn Adjustment NBR .037* EBR .034* TOTAL CAPACITY UTILIZATION .218 .427 Existing + Growth + Approved + Project. 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 .019 178 .056 HER 1 1600 274 .171 111 .069 `SBL 1 1600 4 .003 41 .026 SET 2 3200 11 .004* 121 .039* SBR 0 0 1 3 EEL 1 1600 6 .004 22 .014 EBT 2 3200 98 .031* 105 .033* EBR 1 1600 125 .078 215 .134 WBL 1 1600 78 .049* 369 .231* WET 2 3200 41 .013 83 .026 WBR 1 1600 12 .008 52 .033.. Right Turn Adjustment. HER .029* .EBR .034* TOTAL. CAPACITY UTILIZATION .217 .426 A-162 Existing + Regional Growth + Approved AM PK HOUR PM PK HOUR LANES .CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .104* 143 .089* NET 2 3200 58 .018 169 .053 HER 1 1600 276 .173 119 .074 SBL 1 1600 4 .003 41 ..026 SET 2 3200 10 .003* 112, .036* SBR 0 0 1 3 EEL 1 1600 6 .004 22 .014 EBT 2 3200 98 :031 * 105 .033* EBR 1 1600 125 .078,. .215....134 WEI, 1 1600 68 .043 *. ` 376 .235* WBT 2 3200 41 .013 83 .026 WBR 1 1600 12 .008 52 .033 Right Turn Adjustment HER .037* EBR .034* TOTAL CAPACITY UTILIZATION .218 .427 Existing + Growth + Approved + Cumulative. AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .104* 143 .089* NET 2 3200 58 .018 169 .053 NBR 1 1600 276 .173 119 .074 SBL 1 1600 4 .003 41 ` .026 SET 2 3200 30 .003* 112 .036* SBR 0 0 1 3 EEL 1 1600 6 .004 22 .014 EST 2 3200 98. .031* 105 .033* EBR 1 1600 125 .078 215 .134. WBL 1 1600 68 .043* 376 .235* WET 2 3200 41 .013 83 .026 WBR 1 1600 12 .008. 52 , .033 Right. Turn Adjustment NBR .037* EBR ..034* TOTAL CAPACITY UTILIZATION .218 .427 1 40. Newport Center /Fashion Island .& Newport Center Existing + Growth + Approved + Cmwlative + Project AMPS HOUR PM PR HOUR LAMPS CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .109* 143 .089* NBT ,2 3200 60 .019 178 .056 NBR 1 1600 274 .171 111 .069 SBL 1. 1600 4 .003 41 .026 SBT 2 3200 11 .009* 121 .039* SBR 0 0 1 3 EBL 1 1600 6 .004 22 .014 EBT 2 3200. 98 .031* 305 .033 *. EBR 1 1600.. _ 125 .078 215. .134 WBL 1 1600 78 .:049* 369 .231* ` WBT 2 3200 41 ..013 83 .026 WBR 1 1600 12 .00852 .033 Right Turn Adjustment NBR .029* EBR .034* TOM CAPACITY UTILIZATION .217 .426 1 A -163 STATE OF CALIFORNIA } COUNTY OF ORANGE } ss. CITY OF NEWPORT BEACH } I, LaVonne M. Harkless, City Clerk of the City of Newport Beach, California, do hereby certify that the whole number of members of the City Council is seven; that the foregoing resolution, being Resolution No. 2007 -80 was duly and regularly introduced before and adopted by the City Council of said City at a regular meeting of said Council, duly and regularly held on the 11th day of December 2007, and that the same was so passed and adopted by the following vote, to wit: Ayes: Henn, Curry, Rosansky, Webb, Daigle, Gardner, Mayor Selich Noes: None Absent: None Abstain: None IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed the i 'official seal of said City this 12th day of December 2007. City Clerk Newport Beach, California u A> (Seal)