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ACOUSTICAL ANALYSIS NEWPORT BEACH GP UPDATE, AUGUST 1988
*NEW FILE* ACOUSTICAL ANALYSIS NEWPORT BEACH GP UPDATE, AUGUST 1988 • f� r • l l XXXX • ACOUSTICAL ANALYSIS NEWPORT BEACH GENERAL PLAN UPDATE • GORDON BRICKEN AND ASSOCIATES CONSULTING ACOUSTICAL and ENERGY ENGINEERS 1621 EAST SEVENTEETH STREET, SUITE 'K- SANTA ANA, CALIFORNIA 92701 • • O GORDON BRICKEN & ASSOCIATES CONSULTING ACOUSTICAL and ENERGY ENGINEERS • August 21 1988 A C O U S T I C A L A N A L Y S I S • • N E W P O R T B E A C H G E N E R A L P L A N U P D A T E 8 7 — 1 F O R T H E C I T Y O F N E W P 0 R T B E A C H Prepared by: Prepared for: I • Gordon Bricken MRS. PATRICIA "TRISH" BUTLER President THE BUTLER/ROACH GROUP, INC. 1660 No. Hotel Circle Drive • Suite 606 San Diego, California, 92108 1621 East Seventeenth Street, Suite K • Santa Ana, California92701 • Phone(714)835-0249 • 1 O GORDON BRICKEN & ASSOCIATES CONSULTING ACOUSTICAL and ENERGY ENGINEERS T A B L E O F C O N T E N T S SECTION SUBJECT PAGE TITLE PAGE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 M TABLE OF CONTENTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . i SUMMARY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1.0 INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 • 1.1 EXPLANATION OF THE DOCUMENT. . . . . . . . . . . 4 1. 2 STUDY CASES. . . . . . . . . . . . . . . . . . . . . . . . . . . 4 1.3 APPROACH TO THE ANALYSIS. . . . . . . . . . . . . . 6 1.4 BASIC NOISE LEVEL. . . . . . . . . . . . . . . . . . . . . 7 2.0 EXISTING CONDITIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . 8 3.0 IMPACT OF THE PROJECT. . . . . . . . . . . . . . . . . . . . . . . . . 9 4 .0 ALTERNATIVES ANALYSIS. . . . . . . . . . . . . . . . . . . . . . . . . 11 4.1 LAND USE ALTERNATIVES. . . . . . . . . . . . . . . . . 11 4 . 1.1 "NO GROWTH" . . . . . . . . . . . . . . . . . . . 11 4. 1. 2 "TREND GROWTH". . . . . . . . . . . . . . . . 14 4. 2 NETWORK ALTERNATIVES. . . . . . . . . . . . . . . . . . 16 4.3 ROADWAY EXAMINATION. . . . . . . . . . . . . . . . . . . 17 5 .0 MITIGATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 TABLES 1 STUDY CASE DESCRIPTIONS. . . . . . . . . . . . . . . . . . . . . . . 5 2 BASIC NOISE MODEL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 3 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL I • BANDS, 1987 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 1621 East Seventeenth Street, Suite K • Santa Ana, California92701 • Phone(714)835-0249 T A B L E O F CONTENTS Continued SECTION TABLES PAGE 4 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS -- "PROJECT" AND 1987 . . . . . . . . . . . . . . . . . . . 9 5 NUMBER OF LINKS SHOWING DECIBEL CHANGES EXCEEDING ONE dBA "PROJECT" COMPARED TO 1987 . . 9 6 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS -- "NO GROWTH" COMPARED TO 1987 . . . . . . . . . 11 7 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS FOR "NO GROWTH" COMPARED TO "PROJECT". . . 11 8 NUMBER OF LINKS SHOWING DECIBEL CHANGES EXCEEDING ONE dBA, "NO GROWTH" COMPARED TO 1987 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 9 NUMBER OF LINKS SHOWING DECIBEL CHANGES EXCEEDING ONE dBA, "NO GROWTH" COMPARED TO "PROJECT" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 10 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS -- "TREND" COMPARED TO 1987. . . . . . . . . . . . . 14 11 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS -- "TREND" COMPARED TO "PROJECT... . . . . . . . 15 12 NUMBER OF LINKS SHOWING DECIBEL CHANGES EXCEEDING ONE dBA, "TREND" COMPARED TO 1987. . 15 13 NUMBER OF LINKS SHOWING DECIBEL CHANGES EXCEEDING ONE dBA, "TREND" COMPARED TO "PROJECT" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 14 LINK CHANGES OF ONE dBA OR GREATER FOR NETWORK ALTERNATIVES COMPARED TO "PROJECT" . . . 17 15 CNEL VALUES AT 50 FEET, SELECTED LINKS FOR ALLSTUDY CASES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 16 CHANGES FROM 1987 FOR SELECTED LINKS FOR ALL STUDYCASES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 • 17 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS FOR "MITIGATED PROJECT" AND 1987 . . . . . . . 24 • • T A B L E O F C O N T E N T S -- Continued SECTION TABLES PAGE 18 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS FOR "MITIGATED PROJECT" COMPARED TO "PROJECT" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 • 19 CNEL VALUES AT 50 FEET SELECTED LINKS, 1987 ,"PROJECT" AND "MITIGATED PROJECT. . . . . . . . . . . . . 25 20 CHANGES FOR SELECTED LINKS. . . . . . . . . . . . . . . . . . . . 27 . EXHIBITS 1 LINK LOCATIONS. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . 30 2 LINKS EXCEEDING 75 CNEL IN 1987 . . . . . . . . . . . . . . . 31 • 3 LINKS EXCEEDING 75 CNEL FOR 2010 MODIFIED TREND (PROJECT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 4 LINKS WHICH CHANGE 3 dBA OR GREATER PROJECT COMPARED TO 1987. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 . 5 LINKS EXCEEDING 75 CNEL FOR -- NO GROWTH --. . . 34 6 LINKS WHICH CHANGE 3 dBA OR GREATER -- NO GROWTH -- COMPARED TO 1987 . . . . . . . . . . . . . . . . . . . . 35 7 LINKS WHICH EXCEED 75 CNEL FOR MITIGATED PROJECT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 APPENDICES 1 NOISE RATING METHODS. . . . . . . . . . . . . . . . . . . . . . . . . . . 37 2 REFERENCE CNEL CALCULATIONS. . . . . . . . . . . . . . . . . . . . 41 3 1987 VOLUMES AND CNEL LEVELS. . . . . . . . . . . . . . . . . . . 43 4 2010 "MODIFIED TREND GROWTH" WITH BASE NETWORK • COMPARED TO 1987 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 5 2010 "MODIFIED TREND GROWTH" CHANGE COMPARED TO 1987 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51 iv T A B L E O F CONTE N T S -- Continued APPENDICES PAGE 6 2010 "NO GROWTH" COMPARED TO 1987 . . . . . . . . . . . . . . 55 7 2010 "NO GROWTH" CHANGES COMPARED TO 1987 AND COMPARED TO "MODIFIED TREND". . . . . . . . . . . . . . . . . . . 59 . 8 2010 "TREND GROWTH" COMPARED TO 1987 . . . . . . . . . . . 67 9 2010 "TREND GROWTH" CHANGES COMPARED TO 1987 AND "PROJECT" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71 10 2010 NETWORK ALTERNATIVES COMPARED TO 1987 AND • CHANGES COMPARED TO 1987 . . . . . . . . . . . . . . . . . . . . . . . 79 11 2010 NETWORK ALTERNATIVE CHANGES COMPARED TO "PROJECT" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 12 2010 "MITIGATED PROJECT" COMPARED TO 1987 FOR 1987 NETWORK LINKS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134 13 2010 CHANGES FOR "PROJECT" AND "MITIGATED "PROJECT" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 138 IIS , Page 2 O GORDON BRICKEN & ASSOCIATES CONSULTING ACOUSTICAL and ENERGY ENGINEERS • S U M M A R Y • This study examines the consequences of ten traffic cases, including the existing case, the project, seven alternatives to the project, and the mitigated project. All but the existing case have a horizon year of 2010. The traffic data was produced by Austin-Foust for the City of Newport Beach in 167 roadway links, of • which 136 exist in 1987. CNEL noise levels were generated for all links, and comparisons made between all 2010 cases and 1987, as well as comparisons between all the alternatives and the project. The project is defined as "Modified Trend Land Use on the General Plan' s Road System. • This study found the following: (1) Most 2010 links either change less than one decibel from 1987 or increase in noise. The "No Growth" case shows the least tendency in this direction, although it, too, shows most links increase in ' noise or change by less than one decibel. (2) The roadway segments that are heavily impacted by noise today change very little in the future with any of the cases and remain heavily impacted. • (3) oftthehexistingated project"136 segments,o "project", 20showdecreases of greater than one (1) dBA, 61 show increases of greater than one (1) dBA, and 55 show no change. The "Trend Growth" and Network alternatives have very similar figures. • (4) With the "No Growth" case, 30 segments show decreases exceeding one (1) dBA, 30 segments show increases of greater than one (1) dBA and 76 show no change. (5) From a noise perspective, the "mitigated • project" is the same as the "project" . 1621 East Seventeenth Street, Suite K 0 Santa Ana, California92701 0 Phone(714)835-0249 Page 3 • (6) Certain roadways, notably San Miguel, San Joaquin Hills Road, and Spyglass Hill, will experience a major noise increase compared to today. on a system-wide basis, there are no signifi- cant differences in the various 2010 cases. Individual • links may be benefitted, but, even then, the number of links which show significant differences with the various 2010 case is less than five (5) out of 167. • • • • • • • • Pacre 4 O GORDON BRICKEN & ASSOCIATES CONSULTING ACOUSTICAL and ENERGY ENGINEERS • • 1.0 INTRODUCTION 1.1 EXPLANATION OF THE DOCUMENT • This document will examine the various study cases presented in the Newport Beach General Plan Traffic analysis. The traffic analysis examined three Land Use options and nine special network alternatives as well as the existing 1987 case. The network consisted of 167 street segments (called links) • not all of which appear in each study case. The links are numbered from 1 to 174 with no links assigned to numbers 25, 33, 48, 49, 50, and 51. The Land Use options are presented elsewhere in the Environmental Review. The links are mapped in Exhibit 1. This network is referred to as the "Base" network in this study. 1.2 STUDY CASES Of the 13 study cases, Cases 10 , 11, and 12 are special data and will not be part of this study. The Study cases and their description are presented in • Table 1 on the following page. • • 1621 East Seventeenth Street, Suite K • Santa Ana, California92701 • Phone(714)835-0249 • Page 5 • TABLE 1 STUDY CASE DESCRIPTIONS CASE YEAR LAND USE OPTION NETWORK DESCRIPTION # 1 1987 Existing Base less links 11, 98 , 134 , 135, 137 to 141, 145 to 158, 166 to 170, 172 to 174 # 2 2010 No Growth Base # 3 2010 Trend Growth Base # 4 2010 Modified Trend Base # 5 2010 Modified Trend Base with Culver deleted (link 153) # 6 2010 Modified Trend Base with Culver/Ford inter- change deleted (link 153) # 7 2010 Modified Trend Base with San Joaquin Hills Road deleted # 8 2010 Modified Trend Case 6 + Case 7 # 9 2010 Modified Trend Base with Culver deleted and San Joaquin Hills Road six (6) lanes (link 153) #13 2010 Modified Trend Base with Mitigation The "Culver Deleted", Link 153 , is between Bonita Canyon and the San Joaquin Hills Transportation Corridor (SJHTC) . The "SJHTC deleted", Link 158, really means the connection to the SJHTC is eliminated. The link remains in the network as compared to the Culver case where the roadway is completely eliminated. The Environmental Impact Report consultant, The Butler/Roach Group, decided to organize the nine (9) cases into the EIR naming convention as follows: 1. 1987 is called the "Existing Condition". 2. Case 4, Modified Trend Growth with the Base network, is called the "Project" . 3. Cases 2, 3 , 5, 6, 7 , 8, 9, and 13 are called "Alternatives" . In this study, Cases 2 and 3 are grouped as Land Use Alternatives, as they, • II . • Page 6 • have the same base road network. Cases 5, 61 7 , 8 , and 9 are grouped as Network Alternatives to the Project Land Use. 4. Case 13 is called "Mitigation" . It is the mitigation of the Project. • 1.3 APPROACH TO THE ANALYSIS With 167 links and nine (9) study cases, a method had to be devised to organize the • analysis to produce meaningful results. After studying the basic traffic data, it was decided to organize the analysis three different ways, which are: 1. The noise level of the existing condition will be compared to the project case and to the • alternatives. This will be screened by considering all changes less than 1 dBA to not be significant. As a rule, in noise analyses, anything under 3 dBA is consid- ered to be "not" significant. However, 3 dBA represents an increase in traffic volume of 100 percent (doubling) . It is unlikely the average person would consider anything • less than a doubling of the traffic volume as insignifi- cant. On the other hand, changes of less than 1 dBA cannot be measured reliably by measuring equipment, even though a change of one (1) dBA represents a 25 percent change in traffic volume. The analysis examined the number of links in which the changes were one (1) , two (2) , and three (3) dBA. These changes were examined for the 1987 network only. 2. Absolute levels of noise reflect the extent to which the noise will exceed an acceptable criteria. The City considers 65 CNEL (please see NOISE RATING METHODS, Appendix 1, for a complete explanation of acoustical terminology) as the threshold above which noise conditions are unacceptable for Residential Land Uses. 'An analysis of this potential was conducted. For this purpose, a reference distance of 50 feet from the centerline of the roadway was examined. 3. The change in the Land Use relative to 1987 will tend to obscure the differences between the project and the alternatives. Therefore, the differ- ence that occurs between the project and the alternatives is presented based on the same 1, 2, and 3 dBA as done for the existing case. Page 7 4. While the link analysis provides useful numerical information, it also provides some focus on combinations of links that are interesting. For this reason, some of the data is mapped onto the link maps for clarity and is also discussed by road groups in the test. 5. Finally, the amount of data required a con- venient way to express the comparisons in the text. This was done by tabulating the quantity of links that were above or below the various CNEL criteria, or which fell in several CNEL bands. 1. 4 BASIC NOISE LEVEL With all the variables, it was decided to fix the basic noise data by a Standard Model. The CNEL metric was used as the noise measure, since it is the measured used in the General Plan. The calculations were carried out using the Federal Highway .Administra- tion' s Noise Model (FHWA RD-77-108) . The basic parameters are listed in Table 2, and the calculations are contained in Appendix 2. TABLE 2 BASIC NOISE MODEL 7: 00 A.M. 7 : 00 P.M. TO 10: 00 P.M. TO 7 : 00 P.M. 10:00 P.M TO 7: 00 A.M. Autos 75 .51 12.57 9 . 34 Medium Trucks 1. 56 . 09 .19 Heavy Trucks . 64 . 02 . 08 Speed = 45 MPH Page 8 • 2. 0 EXISTING CONDITIONS The existing street network has 31 links less than the network mapped in full on Exhibit 1. To facilitate the understanding of this fact, the links that were not present in 1987 are circled in Exhibit 1. The traffic volume and CNEL level at 50 • feet are calculated by link. The calculations are contained in Appendix 3. Examination of that data reveals that there are only three links which were below 65 CNEL. The remaining 133 links are above 65 CNEL. The number of links are listed in Table 3 in several CNEL bands. . TABLE 3 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS, 1987 CNEL BAND NUMBER PERCENTAGE Less than 65 3 2. 2 65 to 70 27 19 .8 70 to 75 81 59.6 75 + 25 18.4 TOTAL 136 100.0 At the reference distance of 50 feet, nearly 60 percent of all links lie in the 70 to 75 CNEL zone, and nearly 98 percent exceed 65 CNEL. For all intent, then, virtually all the existing • links impact adjacent lands if they are residential. The links most heavily impacted by levels exceeding 75 CNEL are noted on Exhibit 2. Note, the set from Appendix 3 is for links exceeding 75. 0 CNEL. No rounding-off was done. Examination of this Exhibit indicates that the links are related and shows that Harbor north of Newport Boulevard, Newport Boulevard north of 17th Street, Pacific Coast Highway west of Newport and from Dover to Jamboree, and Jamboree north of San Joaquin Hills Road are the affected road segments. Harbor and Newport Boulevard segments lie outside the City' s boundaries. Only Jamboree has any significant residential development adjacent to the roadway. Page 9 • 3 .0 IMPACT OF THE PROJECT The Project is Case 4, the Modified Trend Growth in the year 2010 with the General Plan' s Network of Streets and Highways. • Initially, the examination compares this case to the existing case. The link tabulation of traffic volumes, changes in volume, CNEL levels at 50 feet, and the CNEL level changes are listed in Appendix 4. The tabulations of the links, which change by 1, 2, and 3 dBA, are contained in Appendix 5 . The number of links in various CNEL bands is listed in Table 4. 0 TABLE 4 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS -- "PROJECT" AND 1987 0 1987 2010 CNEL BAND NUMBER PERCENT NUMBER PERCENT CHANGE Less than 65 3 2. 2 0 0 - 3 65 to 70 27 19. 8 17 12.5 - 10 70 to 75 81 59.6 86 63.2 + 5 75 + 25 18 .4 33 24 . 3 + 8 TOTAL 136 100.0 136 100 . 0 The number of links which exceed 11 2, and 3 dBA have been tabulated, and the results are shown in Table 5. TABLE 5 NUMBER OF LINKS SHOWING DECIBEL CHANGES EXCEEDING ONE dBA "PROJECT" COMPARED TO 1987 CHANGE DECREASED INCREASED NO CHANGE 1 dBA or greater 20 61 55 (1) (41%) 2 dBA or greater 8 32 96 (2) (71%) 3 dBA or greater 1 13 122 (3) (90%) (1) Change fell in the range of minus 1 to plus 1 dBA. (2) Change fell in the range of minus 2 to plus 2 dBA. (3) Change fell in the range of minus 3 to plus 3 dBA. • Page 10 • The links which exceed 75 CNEL are shown on Exhibit 3 . The links which have a change of 3 dBA or higher are shown on Exhibit 4. It is clearly seen that there is a net increase in the overall noise levels from the results given in Table 4. There is a • decrease in the number of links less than 70 CNEL and a commensur- ate increase in those above 70 CNEL. The Map in Exhibit 3 shows where some of the changes will occur. Harbor Boulevard north of Newport and Newport Boulevard from 17th Street to Del Mar no longer have conditions which exceed 75 CNEL. This is because by 2010, the Newport Freeway is in place and absorbs some of the traffic. The • condition depicted here for Newport Boulevard from 17th Street to Del Mar is misleading, in that the links being compared are the existing Newport Boulevard. If links 167, 168, and 169 were added to 56 , 57, and 58, the total would, in fact, exceed 75 CNEL. Thus, really only Harbor Boulevard shows a decrease compared to 1987. Harbor Boulevard is mainly a commercial strip. The extent of the • Coast Highway exceeding 75 CNEL increases to lie essentially from west link 35 all the way to MacArthur. This area is mainly commercial. Jamboree extends as 'well and covers the entire reach north of Coast Highway. The Land Uses are mainly residential. MacArthur now appears on the map, whereas it did not in 1987 . The abutting Land Uses are mainly residential. • The number of links which change are reflected directly in Table 5. only 41 percent of the links show no change. While there are some decreases, mainly in the range of 1 to 2 dBA, most of the changes are increases. However, the majority of the links • showed no change in excess of plus or minus 1. The largest changes mapped on Exhibit 4 occur in relatively isolated links. The major exception is Dover between Irvine and 17th Street. This area is mainly residential. • • • • • Page 11 • 4.0 ALTERNATIVES ANALYSIS 4. 1 LAND USE ALTERNATIVES • 4.1. 1 "NO GROWTH" There are two Land Use Alternatives, which are called "No Growth" and "Trend" . The tabulation of volumes, CNEL value, and CNEL differences is contained in • Appendix 6. The number of links that fall within the various CNEL bands for the "No Growth" case compared to 1987 is listed in Table 6. The number of links that fall within various CNEL bands for "No Growth" and "Project" are compared in Table 7. • TABLE 6 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS -- "NO GROWTH" COMPARED TO 1987 • 1987 2010 CNEL BAND NUMBER PERCENT NUMBER PERCENT CHANGE Less than 65 3 2. 2 0 0 - 3 65 to 70 27 19.8 30 22.1 + 3 • 70 to 75 81 59.6 88 64 .7 + 7 75 + 25 18. 4 18 13. 2 - 7 TOTAL 136 100 .0 136 100.0 TABLE 7 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS FOR "NO GROWTH" COMPARED TO "PROJECT" • CNEL BAND "NO GROWTH" "PROJECT" DIFFERENCE Less than 65 0 0 0 65 to 70 30 17 - 13 • 70 to 75 88 86 - 2 75 + 18 33 + 15 • • Page 12 • The "No Growth" option shows an increase in the number of links that fall in the bands between 65 and 75 CNEL but a decrease in those exceeding 75 CNEL. The reason for this is that additions to the road network (that are not present in this comparison of links) reduce the volumes on the highest volume links. However, in general, the overall system noise levels tend to increase because of increasing volumes. Of course, this is not system-wide. • When the "No Growth" case is compared to the "Project" case for just those links existing in 1987 , the "Project" shows a decrease in the number of links in the lower noisier levels, and an increase in the links exceeding 75 CNEL. Thus, system-wide, the • "Project" has higher noise levels than the "No Growth" case. The changes in the noise levels by link are contained in Appendix 7. The comparison of the "No Growth" case with 1987 • for the 1987 Network links is shown in Table 8 . In Table 9, the changes shown are those comparing the Project to the "No Growth "case for all the links in the network (following page) . TABLE 8 NUMBER OF LINKS SHOWING DECIBEL CHANGES EXCEEDING ONE dBA, "NO GROWTH" COMPARED TO 1987 • CHANGE DECREASED INCREASED NO. CHANGE 1 dBA or greater 30 36 76 (1) (55%) 2 dBA or greater 10 21 105 (2) (77%) 3 dBA or greater 8 9 119 (3) (88%) (1) Change fell in the range of minus 1 to plus 1 dBA. (2) Change fell in the range of minus 2 to plus 2 dBA. (3) Change fell in the range of minus 3 to plus 3 dBA. • Page 13 • TABLE 9 T NUMBER OF LINKS SHOWING DECIBEL CHANGES EXCEEDING ONE dBA -- "NO GROWTH" COMPARED TO "PROJECT" CHANGE DECREASED INCREASED NO. CHANGE 1 dBA or greater 36 0 100 (1) (74%) 2 dBA or greater 7 0 129 (2) (95%) . 3 dBA or greater 2 0 134 (3) (99%) {1) Change fell in the range of minus 1 to plus 1 dBA. (2) Change fell in the range of minus 2 to plus 2 dBA. (3) Change fell in the range of minus 3 to plus 3 dBA. Table 8 reveals that the "No Growth" case produces about equal numbers of increases and decreases compared to 1987, although there is an emphasis toward more increases than decreases, particularly for changes exceeding 2 dBA. Only 55 percent showed no change. This is slightly higher than the 41 percent of the "Project" compared to 1987. However, the more significant comparison is in Table 9. Here, it is seen that the "No Growth" case produces no increases in noise levels compared to the "Project" . However, even for the most sensi- tive change of 1 dBA, fully 74 percent of the links show no change at all between the two cases. The data is translated into two Exhibits. Exhibit 5 shows the links exceeding 75 CNEL in the "No Growth" case. Exhibit 6 shows both the links which change by 3 dBA compared to the 1987 and compared to the "Project" . Exhibit 5 reflects the fact that about the same segments exceed 75 CNEL as occurred with the "Project" . The exceptions are Jamboree, north of MacArthur, which shows up in the "No Growth" case, Newport Boulevard, south of 17th Street, which does not show up in the "No Growth" case, and a few scattered segments along MacArthur and Jamboree that do not show up in the "No Growth" case. In I • general, the two cases, "No Project" and the "No Growth" case are closer compared to 1987 than is indicated by the Tables. • Page 14 The change map shown on Exhibit 6 reflects scattered changes exceeding 3 dBA compared to 1987 . Compared to the "Project" case, there are only two links exceeding 3 dBA, which are scattered and lie outside the City of Newport Beach. • Overall, the "No Growth" case shows about the same types of increases in noise as the "Project" case. • 4 .1. 2 "TREND GROWTH" The tabulations of volumes, changes in volumes, CNEL values, and CNEL Differences are contained in Appendix 8. The number of links that fall within the various CNEL bands for the "Trend Growth" case compared to 1987 are listed in Table 10 . The number of links that fall within various .CNEL bands for "Trend Growth" and project is compared in Table 11 (on the following page) . • TABLE 10 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS "TREND" COMPARED TO 1987 1987 2010 NUMBER CNEL BAND NUMBER PERCENT NUMBER PERCENT CHANGE Less than 65 3 2. 2 0 0 - 3 65 to 70 27 19. 8 19 14 . 0 - 8 70 to 75 81 59.6 91 67 .0 + 10 75 + 25 18. 4 26 19. 0 + 1 TOTAL 136 100.0 136 100 .0 - • I • • Page 15 TABLE 11 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS "TREND" COMPARED TO "PROJECT" • CNEL BAND "TREND" "PROJECT" DIFFERENCE Less than 65 0 0 0 65 to 70 19 17 - 2 70 to 75 91 86 - 5 • 75 + 26 33 + 7 The "Trend Growth" option shows an increase in the number of links that fall in the bands above 75 CNEL. The overall system • noise levels tend to increase because of increasing volumes. Of course, this is not system-wide. When the "Trend Growth" case is compared to the "Project" case for just the links existing in 1987, the "Project" shows an increase in the number of links exceeding 75 CNEL. The changes in the noise levels by link are contained in Appendix 9 , and the comparison of the "Trend Growth" case with 1987 for the 1987 Network links are shown in Table 12. TABLE 12 NUMBER OF LINKS SHOWING DECIBEL CHANGES EXCEEDING ONE dBA, "TREND" COMPARED TO 1987 CHANGE DECREASED INCREASED NO. CHANGE 1 dBA or greater 24 57 55 (1) (40%) 2 dBA or greater 18 18 100 (2) (74%) 3 dBA or greater 8 9 119 (3) (88%) • (1) Change fell in the range of minus 1 to plus 1 dBA. (2) Change fell in the range of minus 2 to plus 2 dBA. (3) Change fell in the range of minus 3 to plus 3 dBA. • • Page 16 • TABLE 13 NUMBER OF LINKS SHOWING DECIBEL CHANGES EXCEEDING ONE dBA, "TREND" COMPARED TO "PROJECT" • CHANGE DECREASED INCREASED NO. CHANGE 1 dBA or greater 0 0 136 (1) 2 dBA or greater 0 0 136 (2) • 3 dBA or greater 0 0 136 (3) (1) Change fell in the range of minus 1 to plus 1 dBA. (2) Change fell in the range of minus 2 to plus 2 dBA. (3) Change fell in the range of minus 3 to plus 3 dBA. • Table 12 reveals that the "Trend" case produces about equal number of increases and decreases compared to 1987 . for changes exceeding 2 dBA. Table 13 shows that the "Project" and "Trend" cases are no different from a noise perspective. • Exhibits are not shown in this case since it essentially reveals the same results as the Project case. 4. 2 NETWORK ALTERNATIVES Network Alternatives are cases where either Culver is deleted, the connection of San Joaquin Hills Road to the San Joaquin Transportation Corridor is deleted, or San Joaquin Hills Road is limited • to six lanes. They are all executed with the "Project" Land Use. The reference data comparing these alterna- tives to 1987 are contained in Appendix 10 . However, the information is not especially useful and is included only to complete the document file. What is useful are the changes that occur with the various Alternatives. The changes relative to the "Project" are tabulated and contained in Appendix 11. From this tabulation, the links that were affected are listed in Table 14 (follow- ing page) . Note, that link 153 is the Culver Extension and is dropped out in all cases listed except Case #6 . • • Page 17 . TABLE 14 LINK CHANGES OF ONE dBA OR GREATER FOR NETWORK ALTERNATIVES COMPARED TO "PROJECT" . CASE NUMBER LINK 5 6 7 8 9 14 - - 1.6 - - 1. 4 - 134 - + 2. 2 - + 2. 2 - • 135 + 1. 7 + 1.7 + 1. 8 + 1. 7 - 146 - - + 1.0 + 1.2 - 147 - - - + 1.0 - 148 - - 1.9 - - 1. 7 - 149 + 1.3 - + 1. 3 - - 150 - + 2.8 - + 3.0 - 152 - 1. 2 - - 1. 3 - - 154 - - - 1.2 + 1.4 - 158 - - - 9. 5 - 9. 5 - 172 + 1.1 + 1.4 - + 1.0 - 174 - - - + 1. 0 - Number Plus 3 4 2 8 0 Number Minus 1 2 3 3 0 The results show that most of the changes are small and there is a tendency for more increase than decreases in noise. The only significant change is Link 158 for Cases #7 and #8 . Link 158 is the San Joaquin Hills Road connection to the Transportation Corridor. With that one exception, there appears to be no specific improvement with the network alternatives over the "Project" case. 4. 3 ROADWAY EXAMINATION In each of the "Growth" and "Network" Alterna- tives, the focus was on links. However, it is useful to examine certain key roadways to gain a greater insight into the impacts. The noise levels and the levels of the roadways selected are listed in Table 15. The differences of each case with 1987 are listed in Table 16 . Page 18 TABLE 15 • CNEL VALUES AT 50 FEET, SELECTED LINKS FOR ALL STUDY CASES M C A S E ROADWAY LINK 1987 4 (2) 2 3 5 6 7 8 9 Irvine 74 74 73 73 73 73 73 73 73 73 75 72 72 72 72 72 72 72 72 72 • 76 72 71 70 71 71 71 71 71 71 77 70 71 70 70 71 71 71 71 71 Dover 18 66 70 69 70 70 70 70 70 70 78 66 69 67 69 69 69 69 70 69 • 79 73 74 72 74 74 74 74 74 74 Jamboree 89 76 75 75 75 75 • 75 - 75 75 75 90 76 76 75 75 76 76 76 76 76 93 76 77 76 77 77 77 77 77 77 94 74 76 75 75 76 76 76 76 76 95 73 75 74 75 75 75 75 75 75 MacArthur 102 76 76 76 76 76 77 76 77 76 103 75 76 75 76 76 75 76 76 76 104 73 74 73 74 74 73 74 74 74 105 74 75 74 75 75 75 75 75 75 San Joaquin 22 71 71 71 71 71 71 71 72 71 Hills 23 71 73 72 73 73 73 72 73 73 24 68 73 72 73 73 73 73 73 74 Spyglass Hill 107 64 67 67 67 67 68 67 68 67 PCH 35 76 76 76 76 76 76 76 76 76 37 76 76 76 76 76 76 76 76 76 38 73 74 74 74 74 74 74 74 74 39 75 77 76 77 77 77 77 77 77 40 74 75 75 75 75 75 75 75 75 • Page 19 • TABLE 15 -- Continued CNEL VALUES AT 50 FEET, SELECTED LINKS FOR ALL STUDY CASES C A S E ROADWAY LINK 1987 4 �2� 2 3 5 6 7 8 9 PCH 41 77 78 77 78 78 78 78 78 78 42 76 78 76 77 78 78 78 78 78 • 44 74 76 75 75 76 76 76 76 75 45 73 75 74 75 75 75 75 75 75 46 74 74 74 74 74 74 74 74 74 47 74 73 73 73 73 74 73 73 73 • 159 74 74 74 74 74 74 74 73 73 Newport (3) 55 78 76 76 76 76 , 76 _ 76 76 76 163 77 76 76 76 76 76 76 76 76 56 76 74 74 74 74 74 74 74 74 • 57 76 75 75 75 75 75 75 75 75 58 76 73 73 73 73 73 73 73 73 59 75 74 74 74 74 74 74 74 74 60 71 73 73 74 73 73 73 73 73 • 61 72 72 68 72 72 72 72 72 72 Ford (4) 14 69 79 69 69 70 68 70 70 70 15 70 71 71 71 71 72 72 72 72 148 - 74 74 74 74 72 75• 73 74 • 149 - 72 72 72 72 72 72 73 72 150 - 69 69 69 71 72 70 72 69 151 - 70 70 70 70 71 70 71 70 San Miguel 106 67 72 71 72 72 72 72 72 72 108 69 71 70 71 71 72 71 72 71 • • Page 20 • • TABLE 15 -- Continued CNEL VALUES AT 50 FEET, SELECTED LINKS FOR ALL STUDY CASES C A S E ROADWAY LINK 1987 4 (2) 2 3 5 6 7 8 9 Marguerite 114 70 69 67 69 69 68 69 69 69 109 69 67 65 67 67 68 67 68 67 • Mesa 171 70 69 67 69 69 70 69 70 69 161 69 70 68 69 70 70 70 70 70 162 69 69 69 69 69 69 69 69 69 Birch 4 69 69 69 69 70 70 70 70 69 • 71 71 71 71 70 71 71 71 71 71 (1) Cases 2 and 3 are the Land Use Alternatives on the Full Net- work. Cases 5, 6 , 71 8 , and 9 are the Project Land Use (modified trend) with various network changes. • (2) #4 = Project (3) Paved Freeway Links 166, 167 , 168 , 169, and 170 exist in year 2010. • (4) Links 148, 149, 150, and 151 exist only in 2010. • • • Page 21 • • TABLE 16 CHANGES FROM 1987 FOR SELECTED LINKS FOR ALL STUDY CASES • C A S E ROADWAY LINK PROJECT 2 3 5 6 7 8 9 Irvine 74 -1 -1 -1 -1 -1 -1 -1 -1 75 0 0 0 0 0 0 0 0 • 76 -1 -2 -1 -1 -1 -1 -1 -1 77 -1 0 0 +1 +1 +1 +1 +1 Dover 18 +4 +3 +4 +4 +4 +4 +4 +4 78 +3 +2 +3 +3 +3 +3 +3 +3 • 79 +1 -1 -1 +1 +1 +1 +1 +1 Jamboree 89 -1 -1 -1 -1 -1 -1 -1 -1 90 0 -1 -1 0 0 0 0 0 93 +1 0 +1 +1 +1 +1 +1 +1 • 94 +2 +1 +1 +2 +2 +2 +2 +2 95 +2 +1 +2 +2 +2 +2 +2 +2 MacArthur 102 0 0 0 0 +1 0 +1 0 103 +1 0 +1 +1 0 +1 +1 +1 104 +1 0 +1 +1 0 +1 +1 +2 105 +1 0 +1 +1 +1 +1 +1 +1 San Joaquin 22 0 0 0 0 0 0 0 0 • Hills 23 +2 +1 +2 +2 +2 +1 +2 +2 24 +5 +4 +5 +5 +5 +5 +5 +6 Spyglass Hill 107 +3 +3 +3 +3 +4 +3 +4 +3 PCH 35 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 38 +1 +1 +1 +1 +1 +1 +1 +1 39 +2 +1 +2 +2 +2 +2 +2 +2 • 40 +1 +1 +1 +1 +1 +1 +1 +1 41 +1 0 +1 +1 +1 +1 +1 +1 • • Page 22 • TABLE 16 -- Continued CHANGES FROM 1987 FOR SELECTED LINKS FOR ALL STUDY CASES • C A S E ROADWAY LINK PROJECT 2 3 5 6 7 8 9 PCH 42 +2 0 +1 +2 +2 +2 +2 +2 44 +2 +1 +1 +2 +2 +2 +2 +1 45 +2 +1 +2 +2 +2 +2 +2 +2 46 0 0 0 0 0 0 0 0 47 -1 -1 -1 -1 -1 -1 -1 -1 159 0 0 0 0 0 0 -1 -1 • Newport 55 -2 -2 -2 -2 -2 -2 -2 -2 163 -1 -1 -1 -1 71 -1 -1 -1 56 -2 -2 -2 -2 -2 -2 -2 -2 57 -1 -1 -1 -1 -1 -1 -1 -1 • 58 -3 -3 -3 -3 -3 -3 -3 -3 59 -1 -1 -1 -1 -1 -1 -1 -1 60 +2 +1 +3 +2 +2 +2 +2 +2 61 0 -4 0 0 0 0 0 0 • Ford 14 +1 0 0 +1 -1 +1 +1 +1 15 +1 +1 +1 +1 +2 +2 +2 +1 San Miguel 106 +5 +4 +5 +5 +5 +5 +5 +5 • 108 +2 +1 +2 +2 +3 +2 +3 +3 Marguerite 114 -1 -3 -1 -1 -2 -1 -1 -1 109 -2 -4 -2 -2 -1 -2 -1 -2 Mesa 171 -1 -3 -1 -1 0 -1 0 -1 • 161 +1 -1 0 +1 +1 +1 +1 +1 162 0 0 0 0 0 0 0 0 Birch 4 0 0 0 0 +1 +1 +1 +1 • 71 0 0 -1 0 0 0 0 0 �I • • Page 23 Tables 15 and 16 indicate several facts, which • are: (1) All segments are in excess of 65 CNEL. There- fore, even today, they are potentially impacted. • (2) With the exception of ten links, all exceed 70 CNEL at 50 feet. This suggests the residential areas are substantially impacted. (3) The future options, for the most part, produce results within 1 dBA of each other. The • exceptions are only Dover, Link 79, which has a 2 dBA swing, and San Joaquin Hills, Link 24, which is 2 to 3 dBA higher than the project for all the alternatives. Thus, from a noise perspective, it does not • make much difference on the links which of the options or combinations are selected, as all have similar noise impacts. • • • I • • Page 24 • 5.0 MITIGATION The Traffic Engineer proposed a modified Land Use, a full Network with Culver extension selected, and a series of traffic improvements. Thus, this combination is really a mitigated Case 5. It should be noted, that the Traffic Study concluded that • it was not especially important to Newport Beach whether the Culver Extension was included. The changes in the mitigated project compared to 1987 from the 1987 Network Links are contained in Appendix 12. The number of links in the various CNEL bands are listed in Table 17 . TABLE 17 NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS FOR "MITIGATED PROJECT" AND 1987 • 1987 2010 CNEL BAND NUMBER PERCENT NUMBER PERCENT CHANGE Less than 65 3 2. 2 0 0 - 3 65 to 70 27 19. 8 19 14. 0 - 8 70 to 75 81 59.6 87 64.0 + 7 75 + 25 18 .4 30 22. 0 + 6 TOTAL 136 100.0 136 100.0 - The comparison relative to the project is shown in Table 18. TABLE 18 . NUMBER OF LINKS THAT FALL IN VARIOUS CNEL BANDS "MITIGATED PROJECT" COMPARED TO "PROJECT" MITIGATED CNEL BAND PROJECT PROJECT DIFFERENCE Less than 65 0 0 0 65 to 70 17 19 + 2 70 to 75 86 87 + 1 75 + 33 30 - 3 The net effect is to drop 3 links below 75 CNEL. The Links which exceed 75 CNEL are mapped on Exhibit 7 . As with all Page 25 the cases, the same areas are impacted, although the mitigation project slightly less so. It is helpful to examine the key roadway list used in Table 15 for a more detailed explanation. This is shown in Table 19. TABLE 19 CNEL VALUES AT 50 FEET SELECTED LINKS, 1987, "PROJECT" AND "MITIGATED PROJECT" ROADWAY LINK 1987 PROJECT MITIGATED PROJECT Irvine 74 74 73 73 75 72 72 72 76 72 71 71 77 70 71 71 Dover 18 66 70 70 78 66 69 69 79 73 74 74 L Jamboree 89 76 75 76 90 76 76 76 93 76 77 77 94 74 76 76 95 73 75 74 MacArthur 102 76 76 76 103 75 76 76 104 73 74 74 105 74 75 75 San Joaquin Hills 22 71 71 71 23 71 73 73 4D 24 68 73 73 Spyglass Hill 107 64 67 68 PCH 35 76 76 76 37 76 76 76 38 73 74 74 39 75 77 77 'I • Page 26 TABLE 19 -- Continued • CNEL VALUES AT 50 FEET SELECTED LINKS, 1987 , "PROJECT" AND "MITIGATED PROJECT" • ROADWAY LINK 1987 PROJECT MITIGATED PROJECT PCH 40 74 75 78 41 77 78 77 42 76 78 77 44 74 76 76 45 73 75 75 46 74 74 74 47 74 73 73 159 74 74 74 Newport 55 78 76 76 163 77 76 76 56 76 74 74 57 76 75 75 58 76 73 73 59 75 74 74 60 71 73 73 61 72 72 71 Ford 14 69 70 69 15 70 71 72 r 148 - 74 74 149 - 72 74 150 - 69 71 151 - 70 70 San Miguel 106 67 72 72 108 69 71 71 Marguerite 114 70 69 69 109 69 67 67 • • Page 27 TABLE 19 -- Continued • CNEL VALUES AT 50 FEET SELECTED LINKS, 1987, "PROJECT" AND "MITIGATED PROJECT" • ROADWAY LINK 1987 PROJECT MITIGATED PROJECT - Mesa 171 70 69 69 161 69 70 70 162 69 69 69 Birch 4 69 69 69 71 71 71 71 • The differences with 1987 and the "Project" are listed in Table 20. TABLE 20 CHANGES FOR SELECTED LINKS "MITIGATED "MITIGATED "PROJECT" PROJECT" PROJECT" ROADWAY LINK TO 1987 TO 1987 TO "PROJECT" Irvine 74 - 1 - 1 0 75 0 0 0 76 - 1 - 1 0 77 + 1 + 1 0 Dover 18 + 4 + 4 0 78 + 3 + 3 0 79 + 1 + 1 0 Jamboree 89 - 1 0 + 1 90 0 0 0 93 + 1 + 1 0 94 + 2 + 2 0 95 + 2 + 1 - 1 MacArthur 102 0 0 0 103 + 1 + 1 0 Page 28 • TABLE 20 -- Continued CHANGES FOR SELECTED LINKS "MITIGATED "MITIGATED "PROJECT" PROJECT" PROJECT" ROADWAY LINK TO 1987 TO 1987 TO "PROJECT" MacArthur 104 + 1 + 1 0 105 + 1 + 1 0 San Joaquin Hills 22 0 0 0 W 23 + 2 + 2 0 24 + 5 + 5 0 Spyglass Hill 107 + 3 + 4 + 1 PCH 35 0 0 0 37 0 0 0 38 + 1 + 1 0 39 + 2 + 2 0 40 + 1 + 1 0 41 + 1 + 1 0 42 + 2 + 1 - 1 44 + 2 + 2 0 45 + 2 + 2 0 46 0 0 0 47 - 1 - 1 0 159 0 0 0 Newport 55 - 2 - 2 0 163 - 1 - 1 0 56 - 2 - 2 0 57 - 1 - 1 0 58 - 3 - 3 0 59 - 1 - 1 0 60 + 2 + 2 0 61 0 Page 29 TABLE 20 -- Continued • CHANGES FOR SELECTED LINKS "MITIGATED "MITIGATED "PROJECT" PROJECT" PROJECT" ROADWAY LINK TO 1987 TO 1987 TO "PROJECT" Ford 14 + 1 0 - 1 15 + 1 + 2 + 1 148 - - 0 149 - - + 2 150 - - + 2 151 - - 0 San Miguel 106 + 5 + 5 0 108 + 2 + 2 0 Marguerite 114 - 1 - i 0 109 - 2 - 2 0 ! Mesa 171 - 1 - 1 0 161 + 1 + 1 0 162 0 0 0 Birch 4 0 0 0 71 0 0 0 The following two factor clearly stand out from Table 20, which are: (1) This evaluation shows that on the roadway of interest, the "mitigated project" is not a significant change from the "Project" in terms of noise. (2) That, San Miguel, Skyglass Hill, and San Joaquin Hills Road will experience major increases in noise from 1987 regardless of which option is studied. • • EXHIBIT, 1 LINK LOCATIONS O - NOT PRESENT IN 1987 2 /31 6 3 m 4 w 73 Npni axx n SRT55 ALIGNMENT IS DIAGRAMATIC ONLY I \ N �o m 96 151 `T N 86 — — \\\y` 177 6 erslsro� `qq �M�, �Ct3vf� _a 7r 112 8 3 /r � S V 87 _I ° 39 3 u 3 St ,y0 Au `B 13 O ♦ l J O O \5 ,4 �� � 707 12 �7' yHp 21 .�9 d 1+ 0 23 16 77 8 26 27 26s a 29 30 31 µ 45 cPVn �6' M g .Jo 41 7, A 4 ulalvAY 159 IU w � to 32 1cT�4 37 j0 113 j 3 / 35 62 w 63 NEWPORT BEACH TRAFFIC ANALYSIS MODEL — LINK LOCATIONS EXHIBIT 2 LINKS EXCEEDING 75 CNEL IN 1987 DUPONT q - 1 2 ° 3 %4 u t3 NRn£noa ^ WRCH SR-55 ALIGNMENT IS DIAGRAMATIC ONLY N Ap m 9886 ^o N 15 a 11i 5 6 arua 9y '�� 133 sl p �� ' 1 1kM1, S1(tfp�MlA 7� 112 B 134 s O j V ) 39— 162 161 13� �— m .�137 s+ti e 13 1O B 0 sh1,07 'r 1$_r� 12 Fes° ,P3 �^g rn YO 21 ci tip ' 16 17 16 26 Y7 + 5>N 26 29 30 31 44 45 E o ,1g6 cP� i6 9i ,.�'� ��p ,.ye• 41 2 F 7 HIGHWAY 159 ` La l� � tP P° 32 ; 9 QUA 0 113 3 y 36 62 qyr 5 w 63 NEWPORT BEACH TRAFFIC ANALYSIS MODEL — LINK LOCATIONS EXHIBIT 3 LINKS EXCEEDING 75 CNEL FOR 2010 MODIFIED TREND ( PROJECT ) ��$c WPdi N s 3 w 4 w "S 73 Npti£Max n SR-55 ALIGNMENT IS DIAGRAMATIC ONLY " >p 9B 15� a $ 86 6 w1v �ePary 133110 �J ry �m �n 71 1 8 , 4 134 87 i V poi 162 > 161 s 6 138 — m m 137 sMtC'4 q�w 9 10 u V,s'r ^y0 um m 13 ♦ ! �s N �y 14 [s 5p�107 � 12 d s �D 25 ms20 21 1,g ♦ 0 23 16 17 8 6 27 ; 28 w 29 3D 31 44 45 1y6 41 42 M 47 xlax�r 159 'd 7a 32 e�' N a 37 -5B 113 � 4� 5 62 63 NEWRORT BEACH TRAFFIC ANALYSIS MODEL — LINK LOCATIONS EXHIBIT 4 LINKS WHICH CHANGE 3 dBA OR GREATER PROJECT COMPARED TO 1987 O - INCREASE ® - DECREASE N 2 �J� w s 3 m 4 w 13 NRp£POfX N n SR-55 ALIGNMENT DIAGRAMATIC �p m 9B 15,E 86 6 BNISTq. Sy ,�kry �lFg3�, ,ypa ! �� (m 7f 12 81, 134 I� 87 >pi � � �'� +r° 139�• 162 > 161 — m a, 137 sow13 > 0 i5 v gyp,` ., Q ► 19�z ,f m J 92 ,4 �7 12 aam 33 $ 19 T k 21 16 17 18 R 26 y a 8 i 29 30 31 44 45 28 ,�g6 cP1' +s 9 ,ryk 41 k2 4 wfawAY 159 ro pi ti Ao o 32 k ; 9 Qr r � 37 •50 113 � e { 'y j6 62r 35 w 63 NEWRaRT BEACH TRAFFIC ANALYSIS MODEL — LINK LOCATIONS EXHIBIT 5 LINKS EXCEEDING 75 CNEL FOR -- NO GROWTH - L� N s 3 m 4 a 73 .NRpF.x4cx n SR-55 ALIGNMENT IS DIAGRAMATIC ONLY \ N �o m 98 15 � N 111 6 ertl86 eP 133 .? 110 w � 7r 412 6 134 Jy) JJ 74 97 O ��- - ,\ e p� 139, 762 > 161 �— ,� ' m — 1337 5NT4 'kph w 9 10 °' sm um `+ 13 O 107 9 J �$ 12 J �•LO � o a F M� 4 g i 20 3 $ �'• J S u .os 21 ti 'z^ + 0 16 17 6 6 y, 27 28 23 3 r $ ,{Sti `y2`fl 1 u £of FI 29 30 31 a 44 45 41 A M 4 HIGHWAY 159 3 • 32 11S IA SA r 9 Q'dP y3� m 3 3s - 773 0�n a 36 fiy r 5 w 63 i NEWPORT BEACH TRAFFIC ANALYSIS MODEL — LINK LOCATIONS EXHIBIT 6 LINKS WHICH CHANGE 3 dBA OR GREATER -- NO GROWTH -- COMPARED TO 1987 O - INCREASE ® - DECREASE y N 1 2 2 e rn m eox 3 m 4 s 3 n SR-55 ALIGNMENT IS DIAGRAMATIC ONLY �° m 96 15vax J m 86 171 5 6 MISTOl m 7f110 12 8 134 ' Im ,5 87 139 ,2 162 > 161 13� '1y I 'm 'm 1337 ss�1c w u y 4f� 1,6 n t3 h 107 12 tam � 2j I a 1 21 k 0 23 16 17 1g 26 28 Y7 5�x s 29 30 31 44 45 P 156 41 4q waw�r 159 w•• � 32 A ` A m 37 .y0 113 e i 36 35 6y w 63 NEWPORT BEACH TRAFFIC ANALYSIS MODEL - LINK LOCATIONS EXHIBIT 7 LINKS WHICH EXCEED 75 CNEL FOR MITIGATED PROJECT 0 € m . N J 1 JJ > m C�' 6 3 SR-55 ALIGNMENT DIAGRAMATIC ONLY �p ro 98 N 15 1 m 71 6 exl86 s ao 133 7r 11 8 134 may, �iA 87 162 167 138� m m 737 e 40 107 iTiT 12 8 s zvm 25 .iry0 � o q F wtus g Im 59 N e 2p P1 ti d 76 17 8 6 + 28 r o �a 29 30 31 ,rye �Jp ,tia S� 41 A2 4 Hlo WAY 159 32 ti3 � to lb3 37 .yg 713 36 62 �r 35 w 63 NEWPORT BEACH TRAFFIC ANALYSIS MODEL — LINK LOCATIONS • Page 37 O GORDON BRICKEN & ASSOCIATES CONSULTING ACOUSTICAL and ENERGY ENGINEERS • • A P P E N D I X 1 • • NOISE RATING METHODS tl► • • • 1621 East Seventeenth Street, Suite • Santa Ana, California92701 • Phone(714)835.0249 • Page 38 Page 1 of 3 • O GORDON BRICKEN & ASSOCIATES CONSULTING ACOUSTICAL and ENERGY ENGINEERS N O I S E R A T I N G M E T H O D S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • The A-weighted decibel of "A" scale on the sound level meter is often used in the measurement of noise because the • weighting characteristics of this scale approximate the subjective response of the human ear to a broad frequency band noise source by discriminating against the very low and the very high frequencies of the audible spectrum. • Since community noise is seldom constant, varying from moment to moment and throughout the day, the "A" weighted noise level needs to be further described to provide meaningful data. • The Environmental Protection Agency, Federal Department of Transportation, foreign countries and private consultants are now using three time-exceeded percentile figures to describe noise, which are: (1) L90 is the noise level which is exceeded 90% of any sample time period (such as 24 hours) and is used to describe the background or ambient noise level. • (2) L50 is the noise level which is exceeded 50% of the time. It is the median level . (3) L10 is the noise level which is exceeded 10% of the time and is a good descriptor of fluctuating noise sources, such as vehicular traffic. It indicates the near-maximum levels which occur from grouped single events. Being related to the subjective annoyance to community noise, it is a good design tool 1621 East Seventeenth Street, Suite K • Santa Ana,California 92701 • Phone(714)835.0249 I� • Page 39 . Page 2 of 3 in the planning of acoustical barriers. • More recent noise assessment methods are based on the equivalent energy concept where Leq (x) represents the average energy content of a fluctuating noise source over a sample period. • The subscript (x) represents the period in which the energy is computed and measured. Current practice references the quantity to either one (1) hour, eight (8) hours, or twenty- four (24) hours. When referenced to one (1) hour, Leq is also . sometimes called HNL (Hourly Noise Level) . Since Leq is the summation of the functional products of noise level and duration, many combinations of noise level, duration time and time history can make up the same Leq value. • Thus, an Leq (24) equals 50 means only that the average noise level is 50 dB. During the 24-hour period there can be times when the noise level is higher than 50 dB, and times when it is lower. • If the period of the measurement is only a single event, the energy content is not averaged. The energy expression for a single event is simply the sum of the functional product of the noise level and duration time of the event. This term is called Le or SENEL (Single Event Noise Exposure Level) . The summation of Le values averaged over one hour is Leq (1) ' Leq (8) 1 and Leq (24) 1 etc. • Leq is further refined into Ldn (Level Day-Night) and CNEL (Community Noise Equivalent Level) , where noises that occur during certain hours of the day are weighted (or penalized) because they are considered subjectively more annoying during these time periods: (1) Ldn is the sound level in dBA which corresponds to the average energy content of the noise being measured over a 24-hour period including a 10 dBA weighting penalty for sound levels which occur during the nighttime hours of 10 :00 P.M. to 7: 00 A.M. This is a rating method recommended by the Environmental • Page 40 Page 3 of 3 • Protection Agency because it takes into account those subjectively more annoying noise events which occur during the sleeping hours. (2) CNEL is the sound level in dBA which corres- ponds to the average energy content of the noise being measured over a 24-hour period including a five (5) dBA penalty for noise which occurs during the evening hours of 7 : 00 P.M. to 10 : 00 P.M. , and a ten (10) dBA • weighting penalty for noise that occurs during the night- time hours of 10 :00 P.M. to 7: 00 A.M. For typical high- way vehicular traffic situations, computer analysis has shown that CNEL and Ldn correlate within 0. 5 dBA. • The percentile figures L10, L50, and L90 can be directly scaled from a graphical recording of the measured noise over a particular time period. They are also convenient to • implement in automatic measurement equipment. Energy parameters Le, Leq, Ldn, and CNEL require expensive and complicated equip- ment. As a result, engineers have devised ways of estimating Leq (and hence, Ldn) using standard instrumentation and methods. I� • I' • • • • Page 41 O GORDON BRICKEN & ASSOCIATES • CONSULTING ACOUSTICAL and ENERGY ENGINEERS • • A P P E N D I X 2 • A REFERENCE ENEL CALCULATIONS S • I40 1621 East Seventeenth Street, Suite K • Santa Ana, California92701 0 Phone(714)835.0249 Page 42 • FHWA RD-77-108 HIGHWAY NOISE PREDICTION MODEL ------------------------------------------------------------------ • PROJECT NAME : NEWPORT TRAFFIC AND LAND USE STUDY SITE LOCATION : NEWPORT BEACH DESCRIPTION : REFERENCE CASE SITE TYPE :HARD ---------------------------------------------------------------- INPUT DATA • AUTO MEDIUM TRUCK HEAVY TRUCK SPEED 45 45 45 DAY 75. 51 1 .56 .64 EVENING 12. 57 0.09 0. 02 NIGHT 9.34 . 19 . 08 VOLUME 100 100 100 • VOLUME 1000 ------------------------------------------------------------------------ ----AVERAGE HOURLY NOISE LEVELS AT 50 FEET---- DAY EVENING NIGHT 24 HOUR CNEL ------------------------------------------------------------------------- AUTO 55. 68 53. 91 47.85 5:3. 77 57. 04 • MEDIUM TRK. 49. 05 42.69 41 . 16 46.76 49. 83 HEAVY TRK. 49.85 40. 81 42.06 47.47 50. 53 TOTAL 57. 36 54. 42 49.55 55.34 56. 54 ------------------------------------------------------------------- NOISE LEVEL AT SPECIFIED DISTANCES • DISTANCE CNEL so 56. 54 75 56.78 100 35. 53 125 54. 56 150 53. 77 • 175 53. 10 200 52. 52 225 52.01 250 51.55 275 51 . 14 300 50. 76 • 325 50. 41 350 50. 09 375 49. 79 400 49. 51 450 49. 00 500 46.54 • 550 48. 13 600 47.75 650 47. 40 700 47. 08 750 46.78 800 46.50 • III • Page 43 O GORDON BRICKEN & ASSOCIATES CONSULTING ACOUSTICAL and ENERGY ENGINEERS c A P P E N D I X 3 1987 VOLUMES AND CNEL LEVELS +D 1621 East Seventeenth Street, Suite K • Santa Ana, California92701 • Phone(714)835.0249 • Page 44 1987 TRAFFIC VOLUME AND NOISE LEVELS -------------------------------------- LINK VOLUME CNEL * ---- ------- ---- 1 19149 71 . 3 2 19554 71.4 3 11811 69.2 4 10513 66. 7 5 21552 71. 8 6 17l3.3 70.8 7 21005 71 . 7 8 30605 73.4 9 13367 69. 8 10 1700 60.8 ' 12 10794 68. 8 13 20307 71. 6 14 11378 69. 1 15 14858 70.2 16 13941 69. 9 17 11940 69.3 18 5764 66. 1 19 26336 72. 7 20 16103 70.6 21 19477 71 .4 22 18609 71 . 2 23 16567 70. 7 24 8509 67.8 26 16812 70. 6 27 23051 72. 1 28 12235 69.4 29 27366 72.9 30 19620 71.4 31 1.=3.74 69.8 32 19860 71. 5 •34 7740 67.4 35 51030 75.6 • 37 59544 76.2 38 26932 72. 8 39 49171 75. 4 40 34966 73.9 41 63176 76.5 • 42 51514 75.6 • 43 14528 70. 1 44 33332 73.7 45 29629 73. 2 46 38316 74.:= 47 36425 74.3 52 12959 69. 6 53 43256 74.9 54 43109 74. 8- 55 84344 77.8- 56 61488 76.4 57 56173 76. 1 Page 45 58 57958 76. 1 59 47120 75.2 ! 60 18217 71 . 1 61 21978 71.9 62 20489 71. 6 63 27164 72.8 64 20964 71 .7 65 14623 70.2 66 170.73 70.8 67 1Z086 69. 7 68 16074 71 . 1 69 16066 70.6 70 20576 71 .6 71 19006 71. 3 72 29916 73.3 73 31507 73.5 74 31340 73.5 75 24613 72. 4 76 22704 72. 1 77 14527 70. 1 ! 76 S085 65. 6 79 30124 7.3.3 80 32450 7.3.6 81 15525 70.4 82 40477 74. 6 83 38053 74.3 84 37798 74.3 85 34306 73.9 86 31337 73. 5 87 57502 76. 1* 88 57954 76. 1• 89 51553 75. 6- 90 50836 75.6t 91 7.343 67. 2 92 10224 68.6 93 56794 76.0- 94 34964 73.9 95 26768 72. 8 96 10196 68.6 97 19723 71. 4 99 25810 72.6 100 60082 76.3 101 6.3704 76. 5 102 56675 76. 0 ! 103 46509 75. 2 104 29396 73.2 105 31963 73.5 106 7715 67. 4 107 3733 64.2 ' 108 121.35 69. Page 46 1OC2 13114 69. 7 .110 27968 73. 0 111 66924 76.8 - 112 47967 75. 3 • 113 36404 74. 1 114 11159 69.0 115 20778 71 . 7 116 19844 71 . 5 117 12305 69.4 118 21604 71 .S 119 16.364 70. 6 120 19126 71 . 3 121 12619 69. 5 122 1ti521 69. 8 w 12:3 4942 65. 4 124 14109 70. 0 125 30060 73. •3 126 44581 75.0 • 127 52021 75.7 128 45667 75. 1 • + 129 24341. 72. 4 130 21608 71 . 8 131 21176 71 .8 132 14021 70.0 13.3 3485 63. 9 136 1297 59.6 142 20640 71.6 143 19031 71.3 144 25623 72. 6 159 -13050 7.3. 7 160 63768 76.5 ' 161 11017 68.9 162 10461 68. 7 163 79900 77. 5 164 18688 71 . 2 165 30287 73. 3 171 14325 70. 1 11 • Page 47 GORDON BRICKEN & ASSOCIATES • CONSULTING ACOUSTICAL and ENERGY ENGINEERS • A P P E N D I X 4 2010 "MODIFIED TREND GROWTH" • WITH BASE NETWORK COMPARED TO 1987 • • Ji • 1621 East Seventeenth Street, Suite K • Santa Ana, California92701 • Phone(714)835-0249 • Page 48 COMPARISON OF 1967 TO MODIFIED TREND LINK VOLUME CNEL CHANBE r -------------------- ------------•-------- ----------•------ 1987 2010 1987 2010 VOLUME CNEL. -------- --------- --------- --------- ----------- -------- ------ 1 19149 26046 71 .3 72. 7 6897 1. 7% 2 19554 25505 71.4 72. 6 5951 1. 2 11811 14681 69. 2 70. 2 2870 0. 9 4 10513 11917 68. 7 69.3 1404 0.5 5 21552 21191 71 . 8 71 . 8 -361 -0. 1 6 17133 29529 70. 8 73. 2 12396 2. 4 7 21005 21069 71 .7 71 .7 64 0. 0 8 30605 34721 73. 4 73..9 4116 0. 5 S 9 13367 14520 69. 6 70. 1 1153 0. 4 10 1700 19161 60.8 71 .3 17461 10. 5 12 10794 6301 66.8 67.7 -2493 -1 . 1 13 20307 21001• 71 . 6 71 . 7 694 0. 1 14 11378 13156 69. 1 69. 7 1778 0. 6 15 14858 18545 70. 2 71 .2 3667 1 . 0 16 13941 18838 69.9 71 .3 4897 1 . 7% 17 11940 15650 69.3 70.4 3710 1 . 2 18 5764 15177 66. 1 70.3 9413 4. 2 19 26336 14040 72. 7 70. 0 -12296 -2.7 20 16103 5733 70.6 66. 1 -10370 -4.5 21 19477 20462 71. 4 71 .6 985 0. 2 22 16609 19264 71 . 2 71 .3 455 0. 1 23 16567 26614 70. 7 72. 8 10047 2. 1 24 6509 29814 67.8 73. 2 21305 5. 4 26 16612 12596 70. 8 69.5 -4216 -1.3 27 23051 26891 72. 1 72.8 3840 0. 7 26 12235 27176 69.4 72. 8 14941 3.5 29 27366 38926 72.9 74.4 11560 1 . 5 30 19620 32054 71 . 4 73. 6 124.34 2. 1 31 13374 19554 69. S 71 .4 6180 1 . 6 32 19860 37191 71.5 74.2 17331 2. 7 34 7740 22534 67. 4 72. 0 14794 4. 6 35 51030 53110 75. 6 75.8 - 2080 0.2 3+7 59544 55474 76.2 75. 9 - -4070 -0. 3 38 26932 36022 72. 8 74. 1 9090 1 . 3 39 49171 71752 75. 4 77. 1 • 22581 1 . 6 40 3.4966 46324 73. 9 75.3 . 13356 1 .4 41 63176 83026 76.5 77.7 . 19850 1 . 2 42 51514 78676 75. 6 77.5 . 27164 1 . 6 43 14528 14913 70. 1 70. 2 385 0. 1 44 33332 50741 73. 7 75.6 ' 17409 1 . 8 45 29829 44284 73.2 75.0 . 14455 1 . 7 46 38316 .36622 74. 3 74. 1 -1694 -0. 2 47 38425 29532 74.3. 73. 2 -6693 -1 . 1 52 12959 20899 69. 6 71.7 7940 2. 1 + 53 43+256 75134 74.9 77. 3 ' 3IB78 2.4 54 43109 49763 74. 8 75.5 - 6654 0. 6 55 84344 56146 77.8 76. 0 . -28196 -1 .8 56 61438 36518 76.4 74. 1 -24970 -2. 3 57 58173 42021 76. 1 74.7 -16152 -1 . 4 Page 49 58 57958 30375 76. 1 73. 3 -27583 -2.8 59 47120 38188 75. 2 74.3 -8932 -0. 9 60 16217 30630 71 . 1 73.4 12413 2.3 61 21978 20410 71 . 9 71 . 6 -1566 -0. 7 62 20469 27087 71 . 6 72. 8 6598 1 .2 63+ 27164 34603 72. 8 73.9 7439 1 . 1 64 20964 22040 71.7 71. 9 1076 0.2 65 14623 7606 70. 2 67. 3 -7015 -2. 6 66 17073 24802 70. 8 72. 4 7729 1.6 67 1.3086 18252 69. 7 71 . 1 5166 1 .4 68 18074 32616 71. 1 73.6 14542 2.6 69 16066 29513. 70. 6 73. 2 13447 2.6 70 20576 42666 71 .6 74. 8 22090 3. 2 71 19006 18752 71 .3 71 . 2 -254 -0. 1 S 72 29916 49309 19 73. 3 75. 4 • 19393 2. 2 7ti+ 31507 46398 73. 5 75. 2 • 14691 1 .7 74 31340 30046 73. 5 73.3 -1294 -0. 2 75 24613 23370 72.4 72.2 -1243 -0.2 76 22704 19196 72. 1 71 . 3 -3508 -0.7 77 14527 16927 70. 1 70. 8 2400 0.7 78 5085 11763 65. 6 69.2 6678 3.6 79 30124 374.34 73.3 74.2 7.3.10 0. 9 80 32450 46398 73. 6 75. 2 , 1.3948 1. 6 81 15525 23947 70. 4 72. 3 8422 1.9 82 40477 61121 74. 6 76.4 ' 20644 1.8 83. 3+8053 46019 74. 3 75.3 • 9966 1.0 84 37798 46986 74.3 75. 2 • 7188 0. 9 85 34306 38312 73. 9 74.3 4006 0. 5 86 31.337 42962 73. 5 74. 8 11625 1 .4' 87 57502 38659 76. 1 74. 4 -18843 -1 .7 Be 57954 46134 76. 1 75. 1 ' -11820 -1 . 0 89 51553 44907 75. 6 75.0 ' -6646 -0. 6 90 50836 55903 75. 6 76. 0 . 5067 0.4 91 7343 11322 67. 2 69. 0 3.979 1. 9 92 10224 13450 68. 6 69.8 3226 1. 2 93 56794 66936 76. 0 76.8 - 10142 0.7 94 34984 52182 73. 9 75. 7 ' 17196 1 .7 • 95 26768 48366 72.8 75.3 , 21576 2.6 96 10196 10516 68. 6 68. 7 320 0. 1 97 19723 21515 71 .4 71 . 8 1792 0. 4 99 25810 46921 72. 6 75. 2 • 21111 2.6 100 60062 43900 76.3 74.9 -16182 -1 .4 101 63704 47790 76. 5 75. 31 -15914 -1.2 . 102 56675 56578 76.0 76.0 • -97 -0. 0 10.3 46509 50980 75. 2 75. 6 • 4471 0. 4 104 29396 32451 73.2 7.3. 6 3055 0.4 105 31963 41713 73. 5 74.7 9750 1 . 2 106 7715 21428 67.4 71 . 8 13713 4. 4 167 3733 7366 64.2 67.2 3633 3.0 108 12135 18331 69.3 71 . 1 6196 1 .8 1 • Page 50 109 13114 7.350 69.7 67.2 -5764 -2. 5 110 27968 20106 73. 0 71 .5 -7862 -1 . 4 • 111 66924 209397 76. 8 81 . 71 142473 5. 0 112 47967 189323 75.3 81 . 31 141336 6. 0 03 336404 71307 74. 1 77.0 34903 2. 9 114 11159 9961 69. 0 66. 5 -1198 -0. 5 115 20778 11246 71 . 7 69.0 -95.32 -2.7 • 116 19844 15874 71 . 5 70. 5 -3970 -1.0 117 12305 12006 69. 4 69.3. -299 -0. 1 118 21604 14512 71 . 6 70. 1 -7092 -1 . 7 119 16364 17153. 70. 6 70. 8 789 0.2 120 19126 18657 71 .3 71 .2 -469 -0. 1 121 12619 26812 69. 5 72. 8 1419.3 3.3 • 122 13521 26893 69.8 72. 8 13372 3. 0 123 4942 17632 65. 4 71 .0 12690 5.5 124 14109 27619 70.0 72.9 13+510 2. 9 125 30060 2553+1 73. 3 72.6 -4529 -0. 7 126 44561 3+9642 75.0 74.5 -493+9 -0. 5 127 52021 40509 75. 7 74.6 -11512 -1 . 1 • 126 45867 38943+ 75. 1 74. 4 -6924 -0. 7 129 24341 14960 72. 4 70.2 -9361 --2. 1 13+0 21608 23+820 71 . 8 72.3 2212 0.4 131 21176 25680 71 .6 72. 6 4504 0. 9 132 14021 20370 70. 0 71 .6 6.349 1 .6 133 3485 30323 63. 9 73.3+ 26838 9. 4 136 1297 166854 59. 6 80.8 167557 21 . 1 142 20640 23215 71 . 6 72. 2 2575 0. 5 143 19031 41674 71 . 3 74. 7 22843 3. 4 144 25623 42250 72. 6 74.8 16627 2. 2 159 33050 32712 73+.7 73. 6 -3+38 -0.0 160 63768 61703 76. 5 76. 4 • -2065 -0. t ` 161 11017 13+731 68.9 69.9 2714 1 .0 162 10461 11982 68. 7 69.3 1321 0. 6 163 79900 61256 77. 5 76.4N -18644 -1 . 2 164 16668 22202 71.2 72. 0 3514 0. 7 165 30287 42666 73. 3+ 74. 6 12579 1 . 5 171 14325 11953 70. 1 69.3+ -2372 -0. 8 • • • • • Page 51 O GORDON BRICKEN & ASSOCIATES • CONSULTING ACOUSTICAL and ENERGY ENGINEERS a • A P P E N D I X 5 2010 "MODIFIED TREND GROWTH" CHANGE COMPARED TO 1987 • I • • 1621 East Seventeenth Street, Suite K • Santa Ana, California92701 • Phone(714)835-0249 • Page 52 • CHANGE 1987 COMPARED TO MODIFIED TREND --------------------------------- • L.INK 1DBA 2DHA 3DHA 1 1 . 3 0. 0 0.0 2 1 . 2 0. 0 0. 0 7% 0. 0 0. 0 0. 0 4 0. 0 0.0 0.0 • 5 0. 0 0. 0 0.0 6 2. 4 2. 4 0. 0 7 0.0 0.0 0. 0 6 0. 0 0.0 0. 0 9 0. 0 0. 0 0.0 10 10.5 10.5 10. 5 • 12 -1 . 1 0.0 0.0 13 0. 0 0. 0 0.0 14 0. 0 0. 0 0.0 15 0.0 0. 0 0. 0 16 1 .3 0.0 0.0 17 1 .2 0. 0 0.0 • 18 4.2 4. 2 4.2 19 -2. 7 -2.7 0. 0 20 -4. 5 -4. 5 -4. 5 21 0.0 0. 0 0. 0 22 0. 0 0. 0 0.0 23 2. 1 2. 1 0. 0 24 5.4 5. 4 5. 4 26 -1 . 3 0. 0 0. 0 27 0. 0 0. 0 0.0 28 3. 5 3. 5 3.5 29 1 .5 0. 0 0.0 30 2. 1 2. 1 0. 0 • :=1 1 . 6 0.0 0. 0 32 2.7 2. 7 0. 0 34 4.6 4. 6 4. 6 35 0.0 0. 0 0. 0 37 0.0 0. 0 0.0 38 1 . 3 0. 0 0. 0 • 39 1 . 6 0. 0 0. 0 40 1. 4 0. 0 0.0 41 1 .2 0. 0 0. 0 42 1 . 8 0. 0 0.0 43 0. 0 0. 0 0.0 44 1 .8 0. 0 0. 0 • 45 1 . 7 0. 0 0. 0 46 0. 0 0. 0 0.0 47 -1 . 1 0. 0 0.0 52 2. 1 2. 1 0. 0 53 2. 4 2. 4 0. 0 54 0. 0 0.0 0.0 • 55 -1 . 8 0.0 0.0 56 -2. 3 -2.3 0.0 57 -1 .4 0. 0 0.0 • Page 53 • 56 -w. 8 -2. 8 0. 0 59 0.0 0.0 0. 0 • 60 2. 3 2. 3 0.0 61 0. 0 0.0 0. 0 62 1 . 2 0. 0 0. 0 63 1 . 1 0. 0 0. 0 64 0. 0 0.0 0.0 65 -2. 8 -2.8 0.0 66 1 .6 0. 0 0.0 67 1 .4 0. 0 0.0 66 2. 6 2. 6 0. 0 69 2. 6 2.6 0. 0 70 2 3.2 3.2 71 0.0 0. 0 0. 0 72 2. 2 2.2 0.0 73 1 . 7 0.0 0.0 74 0.0 0. 0 0.0 75 0.0 0. 0 0.0 76 0. 0 0. 0 0. 0 77 0. 0 0.0 0. 0 • 78 3.6 3.6 •3.6 79 0. 0 0. 0 0.0 60 1 . 6 0.0 0. 0 81 1 .9 0.0 0.0 82 1.8 0. 0 0.0 83 1 .0 0. 0 0.0 ♦ 84 0.0 0. 0 0. 0 85 0. 0 0.0 0.0 66 1 . 4 0.0 0. 0 87 -1 . 7 0.0 0. 0 Be 0. 0 0.0 0.0 89 0. 0 0. 0 0.0 S 90 0. 0 0. 0 0. 0 91 1 . 9 0.0 0.0 92 1 . 2 h.0 0.0 9.3 0. 0 0. 0 0.0 94 1. 7 0. 0 0. 0 95 2.6 2. 6 0. 0 • 96 0.0 0. 0 0. 0 97 0.0 0. 0 0.0 99 2. 6 2. 6 0. 0 100 -1 . 4 0. 0 0. 0 101 -1 .2 0. 0 0.0 102 0.0 0.0 0.0 103 0. 0 0. 0 0.0 104 0.0 0.0 0.0 105 1 . 2 0. 0 0.0 106 4.4 4. 4 4.4 107 3. 0 3.a 0. 0 108 1 .8 0.0 0. 0 • Page 54 IQ9 -2. 5 -2. 5 0. 0 110 -1 . 4 0. 0 0.0 111 5.0 5.0 5.0 112 6. 0 6. 0 6.0 11= 2. 9 2. 9 0.0 114 0.0 0.0 0.0 115 -2. 7 -2. 7 0.0 116 0. 0 0. 0 0. 0 117 0.0 0. 0 0. 0 118 -1 . 7 0. 0 0. 0 119 0. 0 0. 0 0. 0 120 0. 0 0. 0 0.0 121 3. 3 3. 3 3.3+ 122 3. 0 3. 0 0.0 12 5. 5 5. 5 5. 5 124 2.9 2. 9 0. 0 125 0. 0 0. 0 0.0 126 0.0 0. 0 0.0 127 -1. 1 0. 0 0. 0 128 0. 0 0. 0 0. 0 129 -2. 1 --2. 1 0. 0 130 0. 0 0. 0 0. 0 131 0. 0 0. 0 0. 0 132 1 . 6 0.0 0.0 1:713y 9. 4 9. 4 9. 4 136 21 . 1 21. 1 21 . 1 142 0.0 0.0 0.0 143+ 3. 4 _. 4 3. 4 144 2.2 2. 2 0.0 159 0.0 0. 0 0.0 160 0. 0 0. 0 0. 0 161 0.0 0. 0 0. 0 162 0. 0 0. 0 0.0 163 -1.2 0. 0 0. 0 164 0.0 0. 0 0. 0 165 1. 5 0. 0 0.0 171 0.0 0. 0 0. 0 • Page 55 O GORDON BRICKEN & ASSOCIATES • CONSULTING ACOUSTICAL and ENERGY ENGINEERS • • A P P E N D I X 6 0 2010 "NO GROWTH" COMPARED TO 1987 7 1621 East Seventeenth Street, Suite K • Santa Ana, California92701 • Phone(714)835-0249 I � Page 56 COMPARISON OF 1987 TO NO GROWTH -------------------------------- LINK VOLUME CNEL CHANGE ------------------- -------------------- ---------------- 1987 2010 1987 2010 VOLUME CNEL 1 19149 24951 71. 3 72. 5 5802 1 . 1 2 19554 24625 71.4 72.4 5071 1. 0 3 11611 11076 69.2 68.9 -735 -0.3 4 10513 10290 68. 7 66.6 -223 -0. 1 5 21552 20583 71 . 6 71 . 6 -969 -0.2 6 17133 24872 70.8 72. 5 7739 1.6 7 21005 20097 71 .7 71 . 5 -908 -0.2 8 30605 28862 7.3. 4 7.3. 1 -174v -0.3 9 13367 11461 69. 6 69. 1 -1906 -0. 7 10 1700 1275.3 60. 8 69.6 1105.3 8. 8 12 10794 703+1 68. 8 67. 0 -376.3 -1 .9 1.3 20307 17670 71 .6 71 . 0 -2637 -0. 6 14 11376 10214 69. 1 68. 6 -1164 -0.5 15 14858 16025 70. 2 71 . 1 3167 0. 8 • 16 13941 16056 69.9 70. 6 2115 0. 6 17 11940 13429 69. 3 69. 6 1489 0.5 18 5764 12047 66. 1 69. 3 6283 3.2 19 26.3.36 12951 72. 7 69.6 -13385 -3. 1 20 16103 5519 70.6 65.9 -10584 -4.7 21 19477 17157 71. 4 70. 8 -2320 -0. 6 22 16609 16085 71 . 2 70. 6 -2724 -0. 7 2.3 16567 22830 70. 7 72. 1 6263 1 . 4 24 8509 24464 67. 6 72. 4 15955 4. 6 26 16812 11578 70.8 69. 1 -5234 -1.6 27 23051 23201 72. 1 72. 2 150 0.0 28 122.35 23171 69. 4 72. 1 10936 2. 8 29 27366 31978 72. 9 73. 5 4612 0. 7 30 19620 23+997 71 . 4 72.3 4377 0. 9 31 13374 12520 69.8 69.5 -654 -0.3 32 19860 18774 71 .5 71 . 2 -1086 -0.2 34 7740 17254 67.4 70.9 9514 3. 5 35 51030 50630 75. 6 75.5a -400 -0.0 37 59544 53171 76. 2 75.8x -6373 -0. 5 38 269.32 31709 72. 8 73.5 4777 0. 7 39 49171 55661 75. 4 76. 0 6490 0.5 40 34966 41480 73.9 74. 7 6514 0.7 41 63176 6.3034 76.5 76.5 -142 -0. 0 42 51514 60460 75. 6 76.31 8946 0.7 I � 43 14528 8631 70. 1 67.9 -5697 -2. 3. 44 33332 40935 73. 7 74. 6 7603 0. 9 45 29829 38146 73.2 74.3 6317 1 . 1 46 •36316 33420 74.3 73. 7 -4896 -0.6 47 38425 28289 74.3+ 73. 0 -10136 -1. 3 52 12959 1091.3 69. 6 68.9 -2046 -0.7 53 43256 61519 74.9 76.41 18263+ 1. 5 54 43109 40209 74.8 74. 5 -2900 -0.3 55 84.344 57724 77.8 76. 1 ' -26620 -1 .6 56 61486 36174 76. 4 74. 1 -25314 -2. 3 57 58173 43236 76. 1 74.9 -149357 -1 .3 . Page 57 58 5795B 26124 76. 1 72.7 -31834 -3. 5 59 47120 34346 75.2 73. 9 -12774 -1.4 60 18217 22527 71. 1 72.0 47•10 0.9 61 21978 9874 71. 9 6B. 4 -12104 -3.5 62 20489 19492 71 . 6 71 . 4 -997 -0. 2 63 27164 30811 72.8 73.. 4 3647 0. 5 64 20964 20780 71 .7 71 . 7 -184 -0. 0 65 14623 5226 70.2 65.7 -9397 -4. 5 66 17073 22443 70.B 72. 0 5370 1.2 67 13066 17826 69. 7 71 .0 4740 1. 1-1 68 18074 29641 71. 1 73. 2 11567 2. 1 69 16066 26703 70. 6 72.8 10637 2.2 70 20576 39091 71. 6 74. 4 18515 2. 8 71 19006 15245 71 . 3 70.3 -3761 -1. 0 72 29916 43746 7ti.3 74. 9 13830 1 . 7 73 31507 38199 73.5 74.3 6692 0. 8 74 31340 25695 73. 5 72.6 -5645 -0. 9 75 24613 20304 72.4 71 .6 -4309 -0.8 76 22704 15150 72. 1 70. 3 -7554 -1 .8 77 14527 13028 70. 1 69. 6 -1499 -0.5 78 5085 7407 65. 6 67.2 2322 1.6 79 30124 22755 73.3 72. 1 -7369 -1 .2 60 32450 43070 73.6 74.8 10620 1. 2 61 15525 22815 70.4 72. 1 7290 1 .7 62 40477 58062 74. 6 76. 1, 17585 1 . 6 83 7,8053 45004 74.3 75. 0& 6951 0. 7 84 3 7798 4.3393 74.3 74.9 5595 0.6 85 34.306 36161 73.9 74. 1 1855 0.2 86 31337 .38646 73. 3 74.4 7309 0. 9 87 57502 33327 76. 1 73. 7 -24175 -2. 4 Be 57954 42192 76. 1 74.8 -15762 -1 . 4 . 89 51553 423+01 75.6 74.8 -9252 -0. 9 90 50836 49:.42 75. 6 75.41 -1494 -0. 1 91 7343 8719 67.2 67. 9 1376 0.7 92 10224 9504 68.6 66.3 -720 -0.3 93 56794 57092 76. 0 76. 11 298 0.0 94 34984 41720 73.9 74.7 6736 0. 8 . 95 26788353.17 72.8 74. 0 8529 1 . 2 96 10196 8343+ 66. 6 67.7 -1853 -0. 9 97 19723 15790 71 .4 70.5 -3.933 -1 .0 99 25810 42186 72. 6 74. 6 16376 2. 1 100 60082 40949 76. 3 74.6 -19133 -1 .7 101 63704 45174 76. 5 75.0x -16530 -1 . 5 • 102 56675 49707 76.0 75.5 % -6968 -0. 6 D.0 46509 45998 75.2 75. 1 % -511 -0. 0 104 29396 28219 73.2 73.0 -1177 -0.2 105 3196' 36149 73. 5 74. 1 4186 0. 5 106 7715 19041 67.4 71 .3 11326 3.9 107 3733 6378 64.2 66. 5 2645 2. 108 12135 14789 69.3 70.2 2654 0.9 Page 58 109 1.3114 4771 69. 7 65. 3 -6 43 -4. 4 110 27968 19767 73.0 71 .5 -6201 -1 . 5 111 66924 214202 76. 8 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3. 144 25623 41926 72.6 74. 7 16303 2. 1 159 33050 32920 73+.7 73. 7 -130 -0.0 160 63766 56185 76. 5 76.01 -758.3 -0. 5 • 161 11017 9062 68. 9 68. 1 -1955 -0. 8 162 10461 10213 68.7 68.6 -248 -0. 1 163 79900 59889 77. 5 76.3 , -20011 -1 .3 164 18688 17837 71.2 71 . 0 -851 -0. 2 165 30267 3+4677 7.3.3 73.9 4390 0. 6 171 14325 6751 70. 1 66.8 -7574 -3. 3 • Page 59 O GORDON BRICKEN & ASSOCIATES • CONSULTING ACOUSTICAL and ENERGY ENGINEERS • • A P P E N D I X 7 • 2010 "NO GROWTH" CHANGES COMPARED TO • 1987 AND COMPARED TO "MODIFIED TREND" • • • • 1621 East Seventeenth Street, Suite K 0 Santa Ana, California92701 0 Phone(714)835.0249 Page 60 • CHANGE MODIFIED TERNS TO NO GROWTH ---------------------------------- LINK 1DBA 2DBA 3DHA • -------- --------- --------- --------- i O.0 0. 0 0. 0 2 0.0 0.0 0. 0 3 -1 . 2 0. 0 0.0 4 0.0 0.0 0. 0 5 0.0 0. 0 0. 0 • 6 0.0 0. 0 0. 0 7 0.0 0. 0 0. 0 8 0.0 0. 0 0. 0 9 -1 . 0 0. 0 0.0 10 -1 .8 0. 0 0.0 11 -3. 6 -3. 6 -3. 6 • 12 0. 0 0. 0 0.0 1.3 0.0 0.0 0.0 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• A P P E N D I X 1 0 • 2010 NETWORK ALTERNATIVES COMPARED TO 1987 AND CHANGES COMPARED TO 1987 • • • • Llr,21 East Seventeenth Street, Suite K • Santa Ana,Cal ifornia92701 • Phone(714)835-0249 • Page 80 COMPARISON OF 1987 TO MODIFIED TREND CULVER DELETED ---------------------------------------------------- LINT; VOLUME CNEL CHANGE • -------------------- ---------•---------- ------------------ 1987 2010 1987 2010 VOLUME CNEL 1 19149 26513 71 . 3 72. 7 7364 1 . 4 2 19554 25593 71 . 4 72.6 6039 1 . 2 • 3 11811 15239 69. 2 70.3 3428 1 . 1 4 10513+ 12617 68. 7 69.5 2104 0. 8 5 21552 21164 71 . 8 71. 8 -388 -0. 1 6 1713+3 29539 70. 8 73. 2 12406 2. 4 7 21005 21053 ' 71 . 7 71 . 7 46 0. 0 8 30605 34528 73. 4 73. 9 3923 0. 5 • 9 13367 14474 69. 8 70. 1 1107 0.3. 10 1700 19175 60. 8 71.3 17475 10. 5 12 10794 8337 68.8 67. 7 -2457 -1 . 1 13 20307 21258 71 . 6 71 .8 951 0. 2 14 11376 13202 69. 1 69.7 1624 0. 6 15 14850 189.34 70. 2 71.3 4076 1 . 1, • 16 13941 18718 69.9 71. 2 4777 1 . 3 17 11940 15534 69. 3 70. 4 3594 1 . 1 16 5764 14889 66. 1 70.2 9125 4. 1 19 26336 14862 72. 7 70. 2 -11474 -2.5 20 16103 6126 70. 6 66.4 -9977 -4.2 21 19477 20364 71 .4 71 . 6 887 0. 2 • 22 18809 19162 71.2 71 .3 353 0. 1 23 16567 27073 70. 7 72.8 10506 2. 1 24 8509 30067 67. 8 73.3 21578 5. 5 26 16812 12628 70. 8 69. 5 -4184 -1 . 2 27 23051 27083 72. 1 72. 8 40.32 0.7 28 12235 27152 69. 4 72. 8 14917 3. 5 29 27.366 38927 72. 9 74.4 11561 1 . 5 30 19620 32077 71 .4 73.6 12457 2. 1 31 1.3374 19671 69.8 71.4 6297 1 . 7 32 19860 37168 71.5 74. 2 17308 2. 7 34 7740 22521 67. 4 72. 0 14781 4. 6 35 510.30 53110 75. 6 75.8 2080 0. 2 37 59544 55461 76.2 75.9 -4063 -0. 3 38 26932 36053 72. 8 74. 1 9121 1 . 3 39 49171 71767 75.4 77. 1 22596 1 . 6 40 34966 46319 73. 9 75.3 13353 1 . 4 41 63176 83247 76.5 77. 7 20071 1 . 2 42 51514 7877 75. 6 77. 5 27223 1 . 6 • 43 14528 14882 70. 1 70. 2 354 0. 1 44 33332 50724 73. 7 75.6 17392 1 . 6 45 29829 43501 73.2 74. 9 13+672 1 .6 46 38316 37392 74.3 74.2 -924 -0. 1 47 38425 2998.3 74.3 73. 3 -6442 -1 . 1 52 12959 20911 69. 6 71. 7 7952 2. 1 • 5.3 43256 75128 74.9 77.3 Z1872 2.4 54 43109 49757 74.8 75.5 6648 0. 6 55 84344 56148 77. 8 76. 0 -28196 -1 .8 56 61488 36442 76. 4 * 74. 1 -25046 --2. 3 57 58173 41920 76. 1 74.7 -16253 -1 .4 • Page 81 56 57958 30338 76. 1 73.3 -27620 -2. 6 59 47120 758149 75.2 74. 3 -8971 -0. 9 60 18217 30600 71. 1 73.4 12383 2. 3 61 21976 20404 71 . 9 71 .6 -1574 -0 - 62 20489 27091 71 . 6 72.8 6602 1 .2 63 27164 34603 72.8 73.9 7439 1 . 1 64 20964 22070 71. 7 71 .9 1106 0.2 65 14623 7595 70. 2 67. 3 -7028 -•2.8 66 17073 24950 70. 8 72.5 7877 1 .6 67 13066 1B297 69. 7 71. 1 5211 1 . 5 68 18074 32896 71 . 1 73.7 14B22 2. 6 69 16066 29275 70. 6 73. 2 13209 2. 6 70 20576 42022 71 . 6 74.7 21446 3. 1 71 19006 18581 71 .3 71 .2 -425 -0. 1 72 29916 49730 713. 3 75. 5 19814 2. 2 7.3 3.1507 46535 713•.5 75. 2 15028 1 . 7 74 31.340 30073 7.3. 5 73.3 -1267 -0. 2 75 24613 23085 72. 4 72. 1 -1528 76 22704 18889 72. 1 71. 3 -3815 -0. 8 77 14527 16909 70. 1 70. 8 2.382 0. 7 s 78 5085 11906 65. 6 69.3 6821 3. 7 79 30124 37666 73. 3 74.3 7542 1 . 0 SO 32450 46584 73. 6 75. 2 141.34 1.6 81 15525 24223 70.4 72.3 8698 1 .9 82 40477 62262 74. 6 76.4 21785 1 . 9 83 36053 50042 74. 3 75. 5 11989 1.2 84 37798• 48023 74.3 75.3 10225 1 . 0 85 34306 38866 73.9' 74.4 4560 0.5 86 313.37 44048 7.3.5 74.9 12711 1 . 5 87 57502 40044 76. 1 74.5 -17458 -1 . 6 88 57954 46459 76. 1 75.2 -11495 -1 .0 89 51553 45745 75. 6 75. 1 -SBOB -0.5 90 50836 56637 75.6 76.0 5801 0. 5 91 7343 11390 67.2 69. 1 4047 1. 9 92 10224 1.3364 68. 6 69. 8 3140 1 . 2 93 56794 67607 76. 0 76. 6 11013 0. 8 94 34984 52246 7.3. 9 75.7 17264 1 . 7 95 26788 48410 72.8 75.3 21622 2.6 96 10196 10963 68. 6 68.9 767 0. 3 97 19723 22460 71 .4 72. 0 27.37 0.6 99 25810 45822 72. 6 75. 1 20012 2.5 100 60062 42462 76.3 74.8 -17620 -1 . 5 101 6.3704 47943 76. 5 75.3 -15761 -1. 2 102 56675 57181 76.0 76. 1 506 0.0 a 10.3 46509 51249 75.2 75. 6 4740 0. 4 104 293963262.3 73.2 73.6 3227 0. 5 105 3196.7 41646 73.5 74.7 968.3 1. 1 106 7715 21360 67. 4 71.8 13645 4.4 107 3733 759.3 64. 2 67.3 3660 3. 1 108 12135 17942 69. •-1 71. 0 5807 1 . 7 r • Paae 82 109 13114 7450 69.7 67. 2 -5664 -2. 5 Ito 2796B 20106 73. 0 71. 5 -7862 -1 .4 111 66924 209.397 76.8 81. 7 142473 5. 0 112 47987 1 B9.366 75. 3 61.3 141.379 6. 0 11.3 36404 71303 74. 1 77.0 34899 2. 9 114 11159 9995 69.0 68. 5 -1164 -0. 5 115 20778 11237 71 .7 69.0 -9541 -2. 7 116 19844 15853 71 .5 70.5 -3969 -1 .0 117 123+05 11999 69. 4 69.3. -306 -0. 1 118 21604 14535 71 .8 70. 1 -7069 -1. 7 119 16364 17153 70.6 70.8 769 0. 2 120 19126 18643 71. 3 71. 2 -483. -0. 1 121 12619 26812 69.5 72.8 14193 3. 31 122 13+521 26889 69.6 72.8 13+366 3. 0 fat 127, 4942 17634 65. 4 71. 0 12692 5.5 124 14109 27646 70.0 72.9 13+537 2. 9 125 30060 25541 73.3 72.6 -4519 -0. 7 126 44581 39648 75.0 74.5 -4933 -0.5 127 52021 40553 73. 7 74. 6 -11468 -1 . 1 128 45867 38952 75. 1 74.4 -6915 -0. 7 129 24341 14966 72.4 70.3 -9.373 -2. 1 130 21606 23628 71 .8 72. 3+ 2220 0. 4 131 21176 25882 71 . 8 72. 6 4706 0.9 13+2 14021 2110.3 70.,0 71 .7 7082 1 .8 13+3 3485 3+1332 63.9 73.5 27847 9. 5 136 1297 168166 59. 6 80. 6 166869 21 . 1 142 20640 25821 71 . 6 72.6 5181 1 .0 143 19031 44504 71 .3+ 75.0 25473+ 3. 7 144 25623 44191 72. 6 75. 0 18568 2. 4 159 .33050 32485 73+. 7 73. 6 -565 -0. 1 160 63768 62120 76. 5 76.4 •-1648 -0. 1 161 11017 13B21 66.9 69. 9 2804 1 . 0 10 162 10461 11977 68. 7 69.3 1516 0. 6 16.3 79900 61252 77.5 76.4 -18648 -1 .2 164 1B686 22321 71 . 2 72. 0 3633 0. 8 165 30287 42924 73.3+ 74.8 12637 1 . 5 171 14325 12052 70. 1 69. 3 -2273 -0.6 • Page 83 COMPARISON OF1987TOMODIFIED TRENDCULVER/FORDDELETED - - - - - - LINE VOLUME CNEL CHANGE --1987 - 2010 1987 2010 VOLUME CNEL 1 19149 25628 71 .3 72. 6 6679 1 . 3% 2 19554 25179 71 . 4 72.5 5625 1 . 1 11811 15159 69.2 70. 3 3348 1 . 1 4 10513 12495 68.7 69.5 1982 0. 8 5 21552 21142 71.8 71.8 -410 -0. 1 6 171.33 29648 70.8 73.2 12515 2.4 7 21005 21004 71 .7 71. 7 -1 -0. 0 8 30605 34184 73. 4 73.6 3579 0.5 9 13367 14656 69.8 70.2 1289 0.4 10 1700 19500 60.8 71 .4 17800 10. 6 12 10794 8320 68.8 67.7 -2474 -1 . 1 13 20307 24019 71 . 6 72.3 3712 0. 7 14 11376 9167 69. 1 66. 1 -2211 -0. 9 15 14858 20542 70. 2 71 . 6 5664 1 . 4 16 13941 16829 69. 9 71 . 2 4868 1 . ti. 17 11940 15668 69.3 70. 5 3728 1 . 2 18 5764 15301 66. 1 70.3 9537 4.2 19 26336 15513 72.7 70. 4 -10823 -2.3 20 16103 6608 70.6 66. 7 -9495 -3. 9 21 19477 21369 71. 4 71 .8 1692 0. 4 22 18809 21186 71 .2 71 . 8 2377 0. 5 23 16567 28690 70.7 73. 1 12123 2. 4 24 8509 30555 67.8 73. 4 22046 5. 6 26 16812 12855 70. 8 69. 6 -3957 -1 . 2 27 23051 26749 72. 1 72.8 3698 0. 6 28 12235 27844 69. 4 72.9 15609 3. 6 29 273+66 36784 72. 9 74. 4 11418 1 . 5 30 19620 31962 71 . 4 73.5 12342 2. 1 31 13374 19530 69.6 71 .4 6156 1 . 6 32 19860 37483 71. 5 74. 2 17623 2. 8 34 7740 22507 67. 4 72.0 14767 4. 6 35 51030 53110 75. 6 75. 8 2080 0. 2 .7 59544 55486 76.2 75.9 -4058 -0.13 38 26932 36013 72.8 74. 1 9081 1 . 3 39 49171 71704 75.4 77. 1 22533 1 . 6 40 34966 48244 73.9 75.3 13278 1. 4 41 63176 B3568 76.5 77. 7 20392 1 .2 42 51514 76908 75.6 77.5 27394 1 . 9 43 14526 14950 70. 1 70.2 422 0. 1 44 33332 5106t 73.7 75.6 17729 1 . 9 45 29829 42669 73.2 74.6 12840 1 .6 46 38.316 38149 74. 3 74.3 -167 -0. 0 47 38425 31573 74.3 73. 5 -6852 -0. 9 I � 52 12959 20597 69.6 71 . 6 7638 2. 0 53 43256 76053 74. 9 77. 3 32797 2.5 54 43109 49776 74. 8 75.5 6667 0.6 55 84344 56148 77.8 76. 0 -28196 -1 .8 56 61488 36.392 76. 4 74. 1 -25096 -2.3 57 56173 41965 76. 1 74.7 -16206 -1.4 Page 84 • 56 57956 30355 76. 1 73. 3 -27603 -2. 8 59 47120 38242 75. 2 74. 3 -8678 -0.9 W) 16217 30618 71 . 1 73. 4 12401 2. 3 61 21978 20101 71 .9 71 . 5 -1877 -0.4 62 20489 27085 71 . 6 72.6 6596 1. 2 63 27164 34603 72.8 73.9 743+9 1 . 1 64 20964 22110 71. 7 72.0 1226 0. 2 65 14623 7664 70. 2 67. -6959 -2. 6 • 66 17073 24442 70. 8 72. 4 7369 1 . 6 67 13086 18140 69.7 71 . 1 5054 1 . 4 68 18074 32911 71. 1 73.7 148.�7 2.6 69 16066 29128 70. 6 73. 1 13062 2. 6 70 20576 42068 71 . 6 74. 7 21492 3. 1 71 19006 18809 71 . 3 71. 2 -197 -0. 0 ` 72 29916 4957.3 73.3 75. 5 19657 2. 2 77. 3+1507 46500 73. 5 75. 2 14993+ 1 . 7 74 31340 30381 73.5 73. -959 -0. 1 75 24613 23125 72.4 72. 1 -1488 -0. 3 76 22704 .19230 72. 1 71 .3 -3474 -0. 7 77 14527 17070 70. 1 70. 8 2543 0. 7 78 5085 12405 65. 6 69.4 7320 3. 9 • 79 30124 3+8096 73.3 74.3 7972 1 .0 SO 32450 46535 73. 6 75.2 14085 1 . 6 81 15525 24068 70. 4 72. 3 8543 1 . 9 82 40477 61401 74. 6 76. 4 20924 1 .8 83 3805.E 48649 74. 3 75. 4 10796 1. 1 84 37798 47841 74. 3 75. 3 10043 1 . 0 85 34306 38818 73. 9 74.4 4512 0.5 86 31337 43546 73. 5 74. 9 12209 1 .4 67 57502 39140 76. 1 74.4 -16362 -1 .7 Be 57954 46491 76. 1 75.2 -11463 -1 .0 89 51553 46486 75.6 75. 2 -5067 -0. 4 90 50836 60381 75.6 76. 3 9545 0. 7 91 7343 11501 67.2 69. 1 4158 1. 9 92 10224 13363 68.6 69.8 3139 1 . 2 93 56794 67754 76.0 76. 8 10960 0. 8 94 34984 51587 73. 9 75.6 16603 1 . 7 95 26788 46064 72. 6 75.3 21276 2. 5 96 10196 11396 68. 6 69. 1 1200 0. 5 97 197233 23606 71. 4 72. 3 4083 0.8 99 25810 47332 72. 6 75. 3 21522 2. 6 100 60082 43967 76. 3 74. 9 -16115 -1 . 4 101 63704 48299 76. 5 75. 3 -15405 -1 . 2 102 56675 63084 76.0 76. 5 6409 0.5 103 46509 49255 75. 2 75. 4 2746 0. 2 104 29396 31243 73. 2 73. 4 1847 0. 3 105 31963 41475 73. 5 74. 7 9512 1 . 1 106 7715 22089 67. 4 71 . 9 14374 4. 6 107 3733 8060 64.2 67. 6 4327 3.3 106 12135 20534 69. 3 71 . 6 8399 2. 3 • Page 85 • 109 13114 7866 69. 7 67.5 -5248 -2. 2 110 27968 20106 73.0 71 . 5 -7862 -1 . 4 • 111 66924 209397 76.8 81 .7 142473 5.0 112 47987 189107 75. 3 81 .3 141120 6. 0 113 36404 71307 74. 1 77. 0 34903 2. 9 114 11159 9734 69. 0 68. 4 -1425 -0. 6 115 20778 11222 71 . 7 69.0 -9556 -27 116 19844 15818 71. 5 70. 5 -4026 -1 : 0 • 117 12305 11990 69. 4 69.3 -315 -0. 1 118 21604 14540 71 . 6 70. 1 -7064 -1 . 7 119 16364 17152 70.6 70.8 788 0.2 120 19126 18650 71 .3 71 .2 -476 -0. 1 121 12619 26911 69. 5 72.8 14192 3. 3 122 13521 26264 69. 8 72. 7 12743 2. 9 123 4942 17610 65. 4 71. 0 12668 5.5 124 14109 27816 70. 0 72.9 13707 2.9 125 30060 25554 73.3 72. 6 -4506 -0. 7 126 44561 39652 75. 0 74.5 -4929 -0. 5 127 52021 40562 75.7 74.6 -11459 -1 . 1 128 45867 38648 75. 1 74.4 -7019 -0. 7 • 129 224341 15002 72. 4 70. 3 -9339 -2. 1 130 21608 23354 71 .6 72. 2 1746 0. 3 131 21176 24164 71 .8 72. 3 2988 0. 6 132 14021 23783 70.0 72. 3 9762 2.3 133 3485 32684 63. 9 73. 6 29199 9. 7 136 1297 162450 59.6 60. 6 161153 21 .0 142 20640 29040 71 .6 73. 1 8400 1 . 5 143 1903+1 46482 71 .3 75.2 27451 3.9 144 25623 43656 72. 6 74. 9 18033 2. 3 159 33050 32221 73.7 73. 6 -829 -0. 1 160 63768 66375 76. 5 76. 8 4607 0. 3 161 11017 13767 66. 9 69. 9 2750 1 . 0 162 10461 11935 68. 7 69.3 1474 0.6 163 79900 61239 77. 5 76.4 -18661 -1 .2 164 18686 22426 71 .2 72. 0 3738 0.8 165 30287 43505 73.3+ 74.9 13218 1 . 6 171 14325 12567 70. 1 69.5 -1758 -0. 6 • • • Page 86 COMPARISON OF 1987 TO MODIFIED TREND CULVER/SJHR DELETED -------------------------------- LINK VOLUME CNEL CHANGE --•-•----- ----------- ------------•-------- ---------------- 1967 2010 1967 2010 VOLUME CNEL 1 19149 26464 71 .3 72. 7 7315 1 . 4 19554 25792 71 . 4 72.6 6238 1 .2 11811 15276 69. 2 70.3 3465 1 . 1 4 10513 12693 68. 7 69. 5 2160 0.8 5 21552 21187 71 . 8 71 . 6 -365 -0. 1 6 17133 29046 70.8 73. 1 11915 2.3 7 21005 21036 71 . 7 71 . 7 31 0. 0 8 30605 34473 73.4 73. 9 3868 0.5 9 1.3.367 14585 69.8 70. 1 1218 0.4 10 1700 19199 60. 8 71 .3 17499 10.5 12 10794 8169 68.8 67. 6 -2625 -1 . 2 13 20.307 21714 71 . 6 71.9 1407 0.3 14 11378 1.3861 69. 1 69.9 248.3 0.9 15 14858 21479 70. 2 71.8 6621 1 .6 16 13941 18812 69. 9 71 .2 4871 1 .3 17 11940 15617 69.3 70. 4 3677 1 . 2 18 5764 15032 66. 1 70.3 9268 4.2 19 26336 15762 72. 7 70.5 -10554 -2.2 20 i61Q3 6.336 70. 6 66.5 -9767 -4. 1 21 19477 20470 71 . 4 71 . 6 993 0. 2 22 16809 18815 71 .2 71 .2 6 0. 0 23 16567 2.3.362 70. 7 72.2 6795 1 .5 24 8509 26058 67.8 72.7 17549 4. 9 26 16812 12679 70. 6 69.5 •-41.33 -1 . 2 27 23051 26240 72. 1 72. 7 3189 0. 6 28 12235 24816 69.4 72. 4 12581 3. 1 * 29 27366 39175 72.9 74.4 11809 1 . 6 Sri 19620 32.368 71 . 4 73.6 12748 2. 2 31 13374 198.35 69.8 71 .5 6461 1.7 32 19660 37217 71 .5 74.2 17.357 2. 7 34 7740 22617 67.4 72. 0 14677 4.7 35• 51030 53110 75. 6 75. 6 2080 0.2 37 59544 5549.3 76.2 75.9 -4051 -0.3+ 38 26932 36023 72. 8 74. 1 9091 1. 3 39 49171 71719 75. 4 77. 1 22548 1 . 6 40 34966 48454 7.3.9 75. 4 13488 1 .4 41 63176 83640 76.5 77. 7 20464 1 .2 42 51514 78606 75. 6 77.5 27092 1. 8 43 14528 15207 70. 1 70.3+ 679 0. 2 44 33332 50076 7.3.7 75.5 16744 1 .8 45 29829 43137 73.2 74. 8 133.0B 1 . 6 46 38316 37756 74. 3 74. 3 -560 -0. 1 47 36425 29940 74. 3 73.3 -8485 -1 . 1 52 12959 2100.3 69. 6 71 . 7 8044 2. 1 53 43256 75149 74.9 77. 3 31893 2.4 54 43109 49798 74. 8 75.5 6689 0. 6 55 84344 56148 77.8 76.0 -28196 -1 .8 56 61486 36485 76. 4 74. 1 -25003 -2 57 5817.3 42020 76. 1 74.7 -16153 -1 . 4 PaCTP. 87 • 58 57958 30081 76. 1 73. 3 -27877 -2. B 59 47120 3.8118 75.2 74. 3 -9002 -0. 9 • 60 18217 30584 71. 1 73. 4 12367 2. 3 61 21976 20371 71 . 9 71 . 6 -1607 -0. 3 62 20489 27088 71. 6 72. 8 6599 1 .2 63 27164 34603 72.8 73. 9 7439 1 . 1 64 20964 22114 71 . 7 71 . 9 1150 0.2 65 14623 7560 70.2 67. 3 -7063 -2. 9 66 17073 24798 70.8 72. 4 7725 1 .6 67 1.3066 18320 69.7 71 . 1 5234 1 .5 68 16074 32768 71 . 1 73. 7 14694 2. 6 69 16066 29438 70. 6 73. 2 13372 2. 6 70 20576 42384 71 . 6 74.8 21808 3. 1 71 19006 18904 71 .3� 71 . 3 -102 -0. 0 72 29916 49774 73. 3 75. 5 19858 2. 2 7.3 3+1507 46333 73. 5 75.2 14826 1. 7 74 31340 30073 73.5 73. 3 -1267 -0. 2 75 24613 23+122 72.4 72. 1 -1491 -0.3 76 22704 18924 72. 1 71 . 3 -378ti -0. 8 77 14527 16950 70. 1 70. 8 2423+ 0. 7 • 78 5085 12113 65.6 69. 3 7028 3.6 79 30124 37959 73.3 74. 3 7835 1 . 0 80 32450 46506 73. 6 75.2 14o56 1. 6 61 15525 23+962 70.4 72. 3 8437 1.9 E32 40477 62496 74.6 76. 5 22019 1 .9 83. 38053 50197 74.3 75. 5 12144 1 .2 84 37798 48098 74. 3 75.3 107.00 1 . 0 65 34306 38991 73.9 74. 4 4665 0. 6 86 31337 43197 73.5 74. 9 11,860 1 . 4 87 57502 40217 76. 1 74. 5 -17285 -1 . 6 88 57954 46673 76. 1 75. 2 -11281 -0. 9 69 51553 4610.3 75. 6 75. 1 -5450 -0.5 • 90 50836 57409 75. 6 76. 1 657.3 0. 5 91 7343 11416 67.2 69. 1 4073 1 . 9 92 10224 1.3368 66. 6 69.8 3144 1 .2 93 56794 69.366 76.0 76. 9 12572 0. 9 94 34984 52B12 73.9 75.7 17828 1 . 8 95 26788 48636 72.6 75. 4 22048 2. 6 • 96 10196 11475 68. 6 69. 1 1279 0. 5 97 19723 22427 71 .4 72.0 2704 0. 6 99 25810 47257 '72. 6 75.2 21447 2. 6 100 60082 43+659 76.3 74. 9 -16423 -1 . 4 101 63704 49657 76. 5 75. 5 -14047 -1 . 1 102 56675 57299 76.0 76. 1 624 0. 0 • 103 46509 52700 75. 2 75.7 6191 0. 5 104 29396 33965 73+.2 73.8 4569 0.6 105 31963 41412 73.5 74. 7 9449 1 . 1 106 7715 23341 67.4 72. 2 15626 4. 8 107 3733 7741 64. 2 67. 4 4008 3. 2 106 12135 18906 69.3 71 . 3 6771 1 .9 • Page 88 109 13114 7496 69. 7 67.2 -5618 -2. 4 110 27968 20106 73. 0 71 .5 -•7862 -1 .4 111 66924 209397 76.8 81 .7 142473 5. ci 112 47987 189366 75.3 81 .3 141379 6. 0 113 36404 71305 74. 1 77. 0 34901 2.9 114 11159 10012 69. 0 68. 5 -1147 -0. 5 115 20778 11238 71 . 7 69. 0 -9540 -2.7 116 19844 15853 71. 5 70. 5 -3.991 -1 .0 117 12305 11998 69. 4 69.3 -307 -0. 1 118 21604 14540 71 .8 70. 1 -7064 -1 . 7 119 16364 17152 70. 6 70.8 788 0.2 120 19126 18651 71 .3 71. 2 -475 -0. 1 121 12619 26808 69. 5 72. 8 14169 3. 3 122 13521 26751 69. 8 72.8 13230 3. 0 123 4942 17423 65. 4 70. 9 12481 5.5 124 14109 27601 70.0 72. 9 13492 2. 9 125 30060 25546 73. 3 72. 6 -4514 -0. 7 126 44581 39648 75. 0 74.5 -4933 -0. 5 127 52021 40544 75. 7 74. 6 -11477 -1 . 1 128 45867 38929 75. 1 74.4 -6938 -0.7 129 24341 14977 72. 4 70. 3 -9364 -2. 1 130 21608 23577 71 .8 72.2 1969 0. 4 131 21176 25917 71 .8 72. 6 4741 0.9 132 14021 21032 70.0 71 .7 7011 1 . 8 133 3485 31457 63.9 73.5 27972 9. 6 136 1297 166289 59.6 80. 7 164992 21 . 1 142 20640 26156 71. 6 72.7 5516 1 . 0 143 1903+1 44669 71 .3 75.0 2563+8 3. 7 144 25623 44477 72. 6 75.0 18854 2. 4 159 33050 31639 73. 7 73. 5 -1411 -0.2 160 63768 62360 76.5 76. 4 -1408 -0. 1 161 11017 1.3613 68. 9 69.6 2596 0. 9 1 162 10461 12000 68. 7 69. 3 1539 0. 6 163 79900 61275 77. 5 76. 4 -18625 -1 .2 164 18668 22127 71 . 2 71 . 9 3439 0. 7 165 3+0287 42963 73+.3 74. 8 12676 1. 5 171 14325 12090 70. 1 69.3 -2235 -0. 7 • Page 89 COMPARISON OF 1987 TO MODIFIED TREND CULVER/FORD/SJHR DELETED ----------------------------------------------------------------- LINK VOLUME CNEL CHANGE --------------------- ------------------- ----------------- 1987 2010 1987 2010 VOLUME CNEL 1 19149 25511 71 . 3 72. 6 6362 1 . 2 2 19554 24792 71 .4 72. 4 5238 1 : 0 3 11811 15459 69. 2 70. 4 3648 1 .2 4 10513 12659 66. 7 69. 5 2146 0. 6 5 21552 21159 71 . 8 71 .8 -393 -0. 1 6 17133 29461 70.8 73. 2 12328 2.4 7 21005 20971 71 . 7 71. 7 -34 -9. 0 8 30605 34116 73. 4 73.8 3511 0. 5 9 13367 14585 69.8 70. 1 1218 0. 4 10 1700 19423 60. 8 71 . 4 17723 10. 6 12 10794 8189 68. 6 67. 6 -2605 -1 . 2 13 20307 24152 71 . 6 72. 3 3845 0. 8 14 11378 94B5 69. 1 68. 3 -1693 -0.8 15 14858 21370 70. 2 71 . 6 6512 1 . 6 • 16 1.3941 18829 69. 9 71 .2 4888 1 .3 17 11940 15668 69.3 70. 5 372E 1 . 2 18 5764 15326 66. 1 70.4 9562 4.2 19 263'36 15743 72.7 70.5 -lo593 -2. 2 20 16103 6596 70. 6 66.7 -9507 -3. 9 21 19477 21636 71. 4 71 .9 2159 0. 5 • 22 18809 20425 71 . 2 71 . 6 1616 0.4 23 16567 27060 70.7 72.8 1049ZN 2. 1 24 8509 29067 67. 8 73. 1 20558 5. 3 26 16812 12875 70. 8 69. 6 -3937 -1 .2 27 23051 26570 72. 1 72. 7 3519 0. 6 26 12235 26690 69. 4 72. 6 14455 3. 4 • 29 27366 38964 72.9 74.4 11598 1 .5 30 19620 32193 71 . 4 73. 6 12573 2. 2 .31 13,374 19741 69. 6 71 .5 6367 1. 7 32 19860 37500 71 . 5 74.2 17640 2. B 34 7740 22579 67. 4 72.0 14839 4. 6 35 51030 53110 75. 6 75.B 2060 0. 2 • 37 59544 55484 76. 2 75. 9 -4060 -0. 3 38 26932 36016 72. 8 74. 1 9084 1 . 3 39 49171 71691 75. 4 77. 1 22520 1 . 6 40 34966 48329 73. 9 75.3 13363 1 . 4 41 63176 83869 76.5 77.7 20693 1 . 2 42 51514 78895 75. 6 77.5 27381 1 . 9 • 43 14526 15213 70. 1 70. 3 685 0. 2 44 33332 50892 73. 7 75.6 17560 1 . 8 45 29829 42101 73.2 74.7 12272 1 .5 46 38316 38438 74. 3 74.3 122 0. 0 47 38425 30828 74. 3 73. 4 -7597 -1 . 0 52 12959 20646 69. 6 71 .6 7669 2.0 • 53. 43256 76099 74. 9 77.3 32843 2.5 54 43109 4984E 74.8 75. 5 6739 0. 6 55 64344 56146 77. 8 76.0 -28196 -1 . 8 56 61468 36554 76. 4 74. 1 -24934 -2.3 57 58177, 42150 76. 1 74.7 -16023 -1 . 4 ♦ Page 90 58 57958 30298 76. 1 73.3 -27660 -2. 8 59 47120 38326 75.2 74. 3 -8794 -0. 9 ♦ 60 18217 30541 71 . 1 73. 3 12324 2.2 61 21978 19978 71 . 9 71 . 5 -2000 -0.4 62 20489 27023 71 . 6 72. 8 6534 1 . 2 63 27164 34603 72. 8 73. 9 7439 1 . 1 64 20964 22203 71 . 7 72. 0 1239 0. 2 65 14623 7592 70. 2 67. 3 -7031�1 -2. 8 ♦ 66 17073 24411 70. 8 72.4 7338 1. 6 67 13066 18170 69. 7 71 . 1 5064 1 .4 68 10074 32897 71. 1 73. 7 14823 2. 6 69 16066 26949 70.6 73. 1 12663 2. 6 70 20576 41913 71. 6 74.7 21337 3. 1 71 19006 18504 71 . 3 71 .2 -502 -0. 1 ♦ 72 29916 50051 73.3 75. 5 20135 2.2 73 31507 46207 73.5 75. 1 14700 1. 7 74 31340 304.38 73. 5 73.3 -902 -0. 1 75 24613 23149 72.4 72. 1 -1464 -0.3 76 22704 19246 72. 1 71 . 3 -3458 -0. 7 77 14527 17083 70. 1 70. 8 2556 0. 7 ♦ 78 5085 12449 65. 6 69.5 7364 .3. 9 79 30124 38322 73.3+ 74.3. 8198 1 .0 80 32450 46359 73. 6 75.2 13909 1 . 5 81 15525 23936 70.4 72. 3 8411 1 . 9 82 40477 61638 74.6 76. 4 21161 1 .8 87, 38053 49041 74.3+ 75. 4 10988 1 . 1 ♦ 64 37798 47963 74.3 75.3 10185 1 . 0 85 34306 38842 73.9 74.4 4536 0. 5 86 31337 44415 73.5 75.0 13078 1 . 5 87 57502 39234 76. 1 74.4 -18266 -1 . 7 Be 57954 46618 76. 1 75. 2 -11336 -0.9 89 51553 46659 75. 6 75.2 -4894 -0. 4 • 90 50836 60777 75. 6 76. 3 9941 0. 8 91 7343 11493 67.2 69. 1 4150 1 . 9 92 10224 13386 68. 6 69. 8 3162 1 . 2 93 56794 66467 76. 0 76. 9 11673 0. 8 94 34984 51976 73. 9 75. 7 16992 1 .7 95 26788 46285 72.8 75.3 21497 2. 6 ♦ 96 10196 11617 68.6 69.2 1421 0. 6 97 19723 23980 71 .4 72.3. 4257 0.8 99 25810 46557 72. 6 75.2 20747 2. 6 100 60082 42630 76.3 74.8 -17452 -1 . 5 101 63704 47704 76. 5 75. 3 -16000 -1 . 3 102 56675 65046 76.0 76. 6 8371 0. 6 ' • 103 46509 51045 75. 2 75.6 4536 0. 4 104 29396 31985 73.2 73.5 2569 0.4 105 31963 41066 73. 5 74.6 9123 1 . 1 106 7715 23211 67.4 72. 2 15496 4.8 107 3733 8788 64. 2 67.9 5055 3. 7 108 12135 20499 69.3 71 .6 9364 2. 3 ♦ Page 91 109 13114 7923 69. 7 67. 5 -5191 -2. 2 110 27966 20106 73. 0 71 .5 -7862 -1 .4 111 66924 209397 76.8 81 .7 142473 5. 0 112 47987 168945 75.3 61 .3 140958 6. 0 113 36404 71371 74. 1 77.0 .34967 2.9 114 11159 10223 69.0 68. 6 -936 -0. 4 115 20778 11223 71 . 7 69. 0 -9355 -2. 7 116 19844 15826 71 .5 70. 5 -4018 -1 .0 117 12305 11992 69. 4 69.3 -313 -0. 1 116 21604 14527 71 . 8 70. 1 -7077 -1 . 7 119 16364 17157 70. 6 70.8 793 0. 2 120 19126 18654 71 .3 71 . 2 -472 -0. 1 121 12619 26605 69. 5 72.8 14186 3.3 122 13521 26160 69.8 72. 7 12639 2. 9 123 4942 17313 65. 4 70. 9 12571 5. 5 124 14109 27797 70.0 72.9 13686 2. 9 125 30060 25556 73.3 72. 6 -4504 -0.7 126 44581 Z9650 75.0 74.5 -4931 -0.5 127 52021 40569 75. 7 74. 6 -11452 -1 . 1 128 45867 38857 75. 1 74. 4 -7010 -0. 7 129 24341 15004 72. 4 70. -93.37 -2. 1 130 21608 23.195 71 . 6 72.2 1567 0.3 131 21176 24092 71. 8 72. 3 2916 0. 6 132 14021 23978 70. 0 72.3 9957 2. 3 133 3485 32731 63.9 73. 6 29246 9. 7 136 1297 162933 59. 6 80. 6 161636 21 . 0 142 20640 26795 71 . 6 73. 1 8155 1 . 4 143 19031 46447 71 . 3 75.2 27416 3.9 144 25623 43530 72.6 74. 9 17907 2. 3 159 33050 30984 73.7 73. 4 -2066 -0. 3 160 63766 69033 76. 5 76.9 5265 0.3 161 11017 13564 68. 9 69. 8 2547 0. 9 162 10461 11951 68.7 69. 3 1490 0. 6 163 79900 61259 77.5 76. 4 -18641 -1 .2 164 18668 22215 71 .2 72.0 3527 0. 8 165 30287 43493 73.3 74.9 13206 1 . 6 171 14.325 12626 70. 1 69.5 -1699 -0. 5 II � Page 92 COMPARISON OF 1987 TO MODIFIED TREND CULVER DELETED/SJHR 6 L ------------------------------------------------------------- LINK VOLUME CNEL CHANGE -------------- •------ - ----------- ----- - ---------------- 19872-010 1987 2010 VOLUME CNEL --------- --------- ---•------ ---------- •--------- --------- ------ 1 19149 26017 71 72.7 6868 1 . 3 2 19554 25478 71 . 4 72.6 5924 1 . 1 3% 11811 14674 69. 2 70.2 2863 0. 9 4 10513 11921 68. 7 69.3 1408 0.5 5 21552 21191 71 . 8 71 .8 -361 -0. 1 6 1713.3 29468 70. 8 73. 2 12335 2. 4 7 21005 21072 71 . 7 71 .7 67 0. 0 8 30605 34696 73. 4 73.9 4091 0. 5 9 13+367 14484 69. 8 70. 1 1117 0. 3 10 1700 19127 60. 8 71 . 3 17427 10. 5 12 10794 8276 66. 8 67.7 -2516 -1 . 2 13 20.3+07 21031 71 .6 71. 7 724 0. 2 14 11378 12950 69. 1 69. 6 1572 0. 6 15 14858 18302 70. 2 71 . 1 3444 0.9 16 13941 18837 69.9 71 .3+ 4896 1. 3. 17 11940 15649 69. 3 70.4 3709 1 . 2 16 5764 15278 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B 79 1 . 0 0.0 0. 0 80 1 . 6 0.0 0. 0 81 1 .9 0. 0 0. 0 82 1 .9 0.0 0. 0 8 . 1 .2 0. 0 0. 0 • 84 1 .0 0. 0 0.0 85 0. 0 0.0 0. 0 86 1 . 4 0. 0 0. 67 -1 . 6 0. 0 0. 0 BB 0. 0 0. 0 0. 0 89 0. 0 0. 0 0. 0 • 90 0. 0 0.0 0. 0 91 1 .9 0.0 0.0 92 1. 2 0.0 0. 0 93 0.0 0. 0 0.0 94 1 . 6 0. 0 0.0 95 2. 6 2.6 0. 0 96 0. 0 0. 0 0.0 97 0.0 0. 0 0. 0 99 2. 6 2. 6 0. 0 100 -1 . 4 0. 0 0. 0 lol -1. 1 0.0 0.0 102 0. 0 0. 0 0. 0 • 103 0. 0 0. 0 0. 0 104 0. 0 0. 0 0. 0 105 1 . 1 0.0 0.0 106 4. 8 4. 8 4. 8 107 3. 2 3. 2 3.2 108 1 .9 0.0 0.0 • • Page 124 109 -2.4 -2. 4 0. 0 110 -1 .4 0. 0 0.0 ill 5. 0 5. 0 3. 0 112 6. 0 6. 0 6. 0 113 2.9 2. 9 0. 0 114 0.0 0. 0 0. 0 115 -2. 7 -2.7 0. 0 116 0. 0 0.0 0.0 117 0.0 0.0 0.0 118 -1 . 7 0. 0 0. 0 119 0. 0 0. 0 0. 0 120 0. 0 0. 0 0. 0 121 3.3 3. 3.3 122 3.0 3 . 0 0. 0 12:= 5. 5 5. 5 5. 5 124 2. 9 2. 9 0. 0 125 0.0 0. 0 0.0 126 0.0 0. 0 0.0 127 -1 . 1 0. 0 0. 0 128 0. 0 0. 0 0.0 129 -2. 1 -2. 1 0. 0 130 0.0 0.0 0. 0 131 0.0 0. 0 0. 0 132 1. 6 0. 0 0.0 133 9. 6 9. 6 9. 6 136 21 . 1 21 . 1 21 . 1 142 1 . 0 0. 0 0.0 143 3. 7 3. 7 75. 7 144 2.4 2. 4 0. 0 159 0.0 0.0 0. 0 160 0. 0 0. 0 i).0 161 0. 0 0. 0 0.0 162 0.0 0.0 0. 0 167, -1 . 2 0.0 0.0 164 0. 0 0. 0 0. 0 165 1 .5 0.0 0. 0 171 0. 0 0.0 0. 0 • Page 125 CHANGE 1987 COMPARED TO MODIFIED TREND CULVER/FORD/5JHR DELETED -------------------------------------------------------------------- LINK 1DBA 2DBA 3DBA 2 1.0 0. 0 0.0 1 .2 0. 0 0. 0 4 0. 0 0. 0 0. 0 5 0.0 0. 0 0. 0 6 2. 4 2. 4 0. 0 7 0.0 0. 0 0. 0 8 0. 0 0. 0 0.0 9 0. 0 0. 0 0. 0 10 10.6 10. 6 10. 6 12 -1.2 0. 0 0. 0 13 0.0 0. 0 0. 0 14 0.0 0.0 0.0 15 1 . 6 0. 0 0.0 16 1 .3 0. 0 0. 0 17 1 . 2 0.0 0. 0 18 4.2 4.2 4. 2 19 -2.2 -2. 2 0.0 21 0.0 0. 0 0. 0 22 0. 0 0.0 0. 0 23 2. 1 2. 1 0. 0 24 5.3 5. 3+ 5. := 26 ,-1 .2 0. 0 0. 0 27 0. 0 0. 0 0. 0 28 3. 4 3. 4 3. 4 29 1 . 5 0. 0 0.0 30 2.2 2.2 0. 0 31 1 .7 0. 0 0. 0 32 2. 8 2. 8 0. 0 3.4 4. 6 4. 6 4.6 35 0.0 0.0 0. 0 37 0.0 0.0 0. 0 38 1. 3 0. 0 0. 0 • 3.9 1 . 6 0. 0 0. 0 40 1. 4 0. 0 0. 0 41 1 .2 0. 0 0. 0 42 1. 9 0. 0 0.0 43 0. 0 0.0 0.0 44 1. 8 0. 0 0. 0 45 1 . 5 0. 0 0. 0 46 0.0 0. 0 0.0 47 0. 0 0. 0 0.0 52 2.0 2. 0 0. 0 53. 2. 5 2. 5 0. 0 54 0. 0 0. 0 0. 0 55 -1.8 0. 0 0. 0 56 -2. 3 -2.7, 0. 0 57 -1. 4 0. 0 0. 0 Page 126 • 58 -2. 6 --2. 6 0.0 59 0.0 0.0 0.0 60 2.2 2. 2 0.0 61 0.0 0. 0 0. 0 62 1. 2 0. 0 0.0 63 1 . 1 0. 0 0. 0 64 0. 0 0. 0 0.0 65 -2. 6 -2. 8 0.0 66 1 . 6 0.0 0. 0 67 1 . 4 0.0 0. 0 68 2.6 2. 6 0.0 69 2. 6 2. 6 0. 0 70 3. 1 3. 1 3. 1 -71 0.0 0. 0 0. 0 72 2. 2 2. 2 0.0 73 1 . 7 0. 0 0.0 74 0. 0 0. 0 0. 0 75 0. 0 0. 0 0.0 76 0. 0 0. 0 0.0 77 0. 0 0. 0 0.0 78 3.9 3. 9 3.9 79 1 .0 0.0 0. 0 so 1 . 5 0. 0 0.0 81 1. 9 0.0 0.0 82 1.8 0.0 0. 0 63 1 . 1 0. 0 0. 0 • 84 1. 0 0. 0 0.0 85 0.0 0. 0 0.0 86 1 .5 0.0 0. 0 67 -1 . 7 0. 0 0.0 Be 0.0 0. 0 0.0 89 0. 0 0. 0 0. 0 90 0.0 0. 0 0.0 91 1 . 9 0. 0 0.0 92 1. 2 0.0 0.0 93 0.0 0.0 0.0 94 1. 7 0. 0 0.0 95 2. 6 2. 6 0.0 • 96 0. 0 0. 0 0. 0 97 0. 0 0. 0 0.0 99 2. 6 2. 6 0.0 100 -1.5 0. 0 0. 0 101 -1 .3 0. 0 0.0 102 0. 0 0. 0 0.0 103 0. 0 0. 0 0.0 104 0. 0 0. 0 0.0 105 1 . 1 0.0 0.0 106 4. 8 4. 8 4.8 107 3.7 .. . 7 3.7 106 2. 3 2. 3 0. 0 Is ! Page 127 109 -2. 2 -2.2 0. 0 110 -1 . 4 0.0 0.0 111 5. 0 5. 0 5. 0 112 6. 0 6.0 6.0 113 2. 9 2. 9 0.0 114 0. 0 0.0 0. 0 115 -2. 7 -2.7 0.0 116 0. 0 0. 0 0.0 117 0.0 0. 0 0. 0 118 -1 . 7 0. 0 0.0 119 0. 0 0.0 0.0 120 0.0 0.0 0. 0 ir_1 3. 7. 3.3 3.3 122 2.9 2. 9 0.0 123 5. 5 5.5 5. 5 124 2.9 2.9 0.0 125 0. 0 0. 0 0. 0 126 0.0 0. 0 0. 0 127 -1 . 1 CI.C) 0. 0 126 0. 0 0.0 0. 0 ! 129 -2. 1 -2. 1 0.0 130 0. 0 0. 0 0.0 131 0. 0 C1.0 0. 0 132 2.7, 2. 3 0.0 133, 9. 7 9.7 9. 7 136 21 . 0 21 . 0 21. 0 ! 142 1 . 4 0. 0 0. 0 143 3.9 3. 9 3. 9 144 2. 3 2.3- 0.0 159 0.0 0. 0 0.0 160 0. 0 0. 0 0. 0 161 0.0 0. 0 0. 0 1 162 0. 0 0.0 0.0 163 -1 . 2 0. 0 0. 0 164 0.0 0. 0 0.0 165 1 . 6 0. 0 0. 0 171 0. 0 0.0 0.0 • Page 128 CHANGE 1987 COMPARED TO MODIFIED TREND CULVER DELETED/SJHR 6L -------------------------------------------------------------------- r LINk: IDBA 2DPA 3DPA 1 1. 3 0. 0 0.0 2 1 . 1 0. 0 0. 0 3 0.0 0. 0 0. 0 4 0. 0 0. 0 0.0 5 0. 0 0. 0 0.0 6 2.4 2. 4 0. 0 7 0. 0 0. 0 0. 0 8 0. 0 0. 0 0. 0 9 0. 0 0. 0 0. 0 10 10.5 10. 5 10.5 12 -1 .2 0. 0 (,.).0 13 0. 0 0. 0 0. 0 14 0. 0 0. 0 0.0 15 0. 0 0. 0 0. 0 16 1. 3 0.0 0. 0 17 1 . 2 0. 0 0.0 • 18 4.2 4.2 4. 2 19 -2.7 -2. 7 0.0 20 -4. 5 -4. 5 -4. 5 21 0.0 0. 0 0. 0 22 0.0 0. 0 0.0 23 2. 2 2. 2 0.0 24 5.7 5. 7 5.7 26 -1 .2 0. 0 0. 0 27 0. 0 0. 0 0. 0 26 3. 5 3.5 3. 5 29 1 . 5 0. 0 0. 0 30 2. 1 2. 1 0. 0 -1 1 . 7 0. 0 0. 0 32 2. 7 2.7 0. 0 34 4. 6 4.6 4.6 35 0.0 0. 0 0.0 37 0.0 0.0 0.0 38 1 . 3 0. 0 0. 0 39 1 .6 0. 0 0. 0 40 1. 4 0. 0 0.0 41 1 . 2 0.0 0.0 42 1. 6 0. 0 0. 0 43 0.0 0.0 0. 0 44 1 . 8 0. 0 0. 0 45 1 . 7 0. 0 0. 0 46 0. 0 0.0 0. 0 47 -1 .2 0. 0 0. 0 52 2. 1 2. 1 0.0 53 2. 4 2.4 0. 0 54 0. 0 0.0 0. 0 55 -1. 8 0. 0 0. 0 56 -2. 3 -2.3 0.0 57 -1 . 4 0.0 0.0 Page 129 58 -2. 6 -2. 8 0. 0 59 0.0 0. 0 0.0 60 2. 3, 2. 3 0.0 61 0. 0 0. 0 0.0 62 1. 2 0. 0 0.0 63 1 . 1 0.0 0. 0 64 0. 0 0. 0 0. 0 65 2.8 2. 8 0.0 66 1 . 6 0. 0 0. 0 67 1 . 4 0. 0 0.0 68 2. 6 2. 6 0. 0 69 2. 6 2. 6 0. 0 70 .3. 2 3. 2 .3.2 71 0. 0 0. 0 0. 0 72 2. 2 2. 2 0. 0 7.3 1 . 7 0. 0 0.0 74 0. 0 0. 0 0.0 75 0. 0 0. 0 0.0 76 0. 0 0. 0 0. 0 77 0.0 0. 0 0. 0 78 3. 6 3. 6 3. 6 79 0. 0 0. 0 0.0 80 1 . 6 0. 0 r).0 81 1 . 9 0. 0 0.0 82 1 . 8 0. 0 0. 0 E33 1 .0 0. 0 0. 0 84 0. 0 0. 0 0.0 85 0. 0 0. 0 0.0 86 1 .4 O. 0 0. 0 87 -1 .7 0.0 0. 0 88 0. 0 O. 0 0.0 89 0.0 0. 0 0. 0 90 0. 0 0. 0 0. 0 91 1 . 9 0. 0 0.0 92 1.< 0. 0 0. 0 93 0. 0 0. 0 0.0 94 1. 7 0. 0 0.0 95 2.6 2. 6 0. 0 96 0. 0 0. 0 0. 0 97 0. 0 0. 0 0. 0 99 2. 6 2. 6 0.0 i00 -1 .4 0. 0 0.0 101 -1 . 3 0. 0 0. 0 102 0.0 0. 0 0.0 103 0. 0 0. 0 Q.0 104 0. 0 0. 0 0.0 105 1 . 2 0. 0 0. 0 106 4. 4 4.4 4. 4 107 '. 0 3. 0 0.0 108 1 . 7 0. 0 0.0 r Page 130 109 -2. 4 -2. 4 0. 0 110 -1 . 4 0. 0 0. 0 111 5. 0 5.0 5. 0 112 6.0 6.0 6. 0 113 2. 9 2.9 0. 0 114 0. 0 0.0 0.0 115 -2. 7 -2. 7 0. 0 116 0.0 0.0 0. 0 • 117 0. 0 0.0 0. 0 lie -1 . 7 0.0 0.0 119 0. 0 0. 0 0. 0 120 0. 0 0.0 0. 0 121 122 3. 0 3.0 0.0 123, 5. 5 5. 3 5. 5 124 2. 9 2. 9 0. 0 125 0. 0 0.0 0.0 126 0. 0 0.0 0.0 127 -1 . 1 0.0 0. 0 128 0.0 0.0 0.0 • 129 -2. 1 -2. 1 0. 0 130 0. 0 0. 0 0. 0 131 0.0 0. 0 0. 0 132 1 . 6 0. 0 0. 0 133 9. 4 9. 4 9. 4 136 21 . 1 21. 1 21 . 1 • 142 0.0 0. 0 0. 0 143 3. 4 3.4 3.4 144 2. 2 2.2 0.0 159 0. 0 0.0 0. 0 160 0. 0 0.0 0. 0 161 0. 0 0.0 0. 0 162 0. 0 0.0 0. 0 163 -1 . 2 0.0 0. 0 164 0.0 0. 0 0.0 165 1 . 5 0. 0 0. 0 171 0.0 0.0 0. 0 e Page 131 CHANGE 1987 COMPARED RECOMMENDED CIRCULATION SYSTEM ------------------------------------------------------- LINK. IDBA 2DBA 3DBA -------- --------- --------- --------- i 1 . ,, 0. 0 0.0 2 1 . 1 0. 0 0. 0 0. 0 0. 0 0. 0 4 0. 0 0. 0 0.0 5 0.0 0. 0 0.0 6 2.8 2. 6 0. 0 7 0. 0 0.0 0. 0 8 0. 0 0. 0 0. 0 9 0. 0 0. 0 0.0 10 9. 9 9.9 9. 9 s 12 -1 .0 0.o 0. 0 13 0. 0 0. 0 0.0 14 0. 0 0. 0 0.0 15 1 .5 0. 0 0. 0 16 1 . 4 0. 0 0. 0 17 1 . 2 0. 0 0. 0 i 18 4. 2 4. 2 4.2 19 -2. 1 -2. 1 0. 0 20 -4.3 -4.3 -4. 3 21 0. 0 0. 0 0,0 22 0. 0 0. 0 0.0 23 2. 2 2.2 0. 0 24 5.5 5. 5 5. 5 26 -1 . 4 0. 0 0.0 27 0.0 0.0 0.0 ryL V 3. 7 3. •- a- . r 29 1 .5 0. 0 0.0 30 2.0 2.0 0.0 31 1 .6 0.0 0. 0 72 2. 7 2. 7 0. 0 34 4.5 4. 5 4. 5 35 0.0 0. 0 0. 0 •_7 0.0 0. 0 0.0 38 1. 2 0. 0 0. 0 39 1 . 6 0. 0 0. 0 40 1 .5 0.0 0.0 41 1.2 0.0 0. 0 42 1 . 1 0. 0 0. 0 43 -1 .0 0. 0 0. 0 44 1 .9 0. 0 0.0 45 1 .6 0.0 0.0 46 0. 0 0. 0 0. 0 47 -1 . 1 0. 0 0.0 52 1 .8 0. 0 0. 0 53 2.4 2.4 0. 0 54 0.0 0. 0 0.0 55 -1 .8 0. 0 0.0 56 -2.3 -2.3 0.0 57 -1 .4 0.0 0. 0 f Page 132 58 1_. 9 --2.9 0. 0 59 0.0 0. 0 0. 0 60 2.2 2.2 0.0 61 0.0 0. 0 0. 0 62 1 . 1 0. 0 0. 0 63 1 . 1 0. 0 0.0 64 0.0 0.0 0. 0 65 -2. 6 -2.8 0. 0 66 1.6 0. 0 0.0 67 1 . 6 0. 0 0. 0 68 2.5 2. 5 0. 0 69 2.4 2.4 0. 0 70 3. 0 3. 0 0.0 71 0.0 0. 0 0.0 722 2. 0 0. 0 0. 0 73% 1 . 6 0. 0 0.0 74 0.0 0. 0 0. 0 75 0.0 0. 0 0.0 76 0. 0 0. 0 0. 0 77 0.0 0. 0 0.0 78 ,. . 7 3. 7 3.7 79 0. 0 0. 0 0. 0 80 1 . 6 0.0 0. 0 81 1. 9 0. 0 0. 0 82 1 . 9 0. 0 0.0 83 1 .2 0. 0 0.0 84 1 . 1 0. 0 0. 0 85 0.0 0. 0 0. 0 86 1. 3 0.0 0.0 87 -1 . 6 0.0 0. 0 88 0.0 i1. 0 0. 0 89 0.0 0. 0 0. 0 ♦ 90 0. 0 0. 0 0. 0 91 1 .6 0.0 0. 0 92 1 . 2 0. 0 0. 0 93 0. 0 0. 0 0. 0 94 1.9 0. 0 0. 0 95 1 .0 0. 0 0.0 96 0. 0 0. 0 0. 0 97 0.0 0. Q 0. 0 99 2. 1- 2. 3 0.0 100 -1 .6 0. 0 0. 0 101 -1 . 5 0. 0 0. 0 102 0. 0 0.0 0. 0 10.E 0.0 0. 0 0.0 104 0. 0 0. 0 0.0 105 1 . 1 0. 0 0. 0 106 4.6 4. 6 4.6 107 3.3 3. _ 3. 3 108 1 . 6 0. 0 0. 0 • Page 133 109 -2. 4 -2. 4 0.0 110 -1 .4 0.0 0. 0 * ill 5.0 5. 0 5. 0 112 6. 0 6. 0 6.0 113 3. 0 3. 0 0. 0 114 0. 0 0. 0 0.0 115 -2. 7 -2. 7 0. 0 116 0. 0 0. 0 0.0 117 0. 0 0. 0 0. 0 lie -1 . 7 0. 0 0. 0 119 0.0 0.0 0.0 120 0. 0 0. 0 0. 0 121 3. 3 13. 3 3 . 3 122 3.0 3.0 0.0 ! 12:= 5. 6 5. 6 5. 6 124 3. 0 ,. 0 3. 0 125 0. 0 0. 0 0.0 126 0. 0 0. 0 0.0 127 -1 . 1 0. 0 0. 0 12e 0.0 0. 0 0. 0 ! 129 -2. 1 -2. 1 0. 0 130 0. 0 0. 0 0.0 131 0.0 0. 0 0. 0 132 1 .7 0. 0 0.0 133 9. 5 9. 5 9. 5 136 21 . 1 21. 1 21 . 1 142 0.0 0. 0 0. 0 14.3 tip. 7 ti . 7 3. 7 144 2. 3 2. 3 0, 0 159 0. 0 0. 0 0.0 160 0. 0 0, 0 0. 0 161 1.2 0. 0 0. 0 ! 162 0. 0 0. 0 0.0 163 -1 . 2 0. 0 0.0 164 0.0 0. 0 0. 0 165 1 .3 0. 0 0. 0 171 -1 . 2 0 0.0 i ..Page 134 OO GORDON BRICKEN & ASSOCIATES CONSULTING ACOUSTICAL and ENERGY ENGINEERS • A P P E N D I X 1 2 ! 2010 "MITIGATED PROJECT" COMPARED TO 1987 FOR 1987 NETWORK LINKS 1621 East Seventeenth Street, Suite K • Santa Ana, California92701 • Phone(714)835-0249 Page 135 • COMPARISON OF 1987 TO RECOMMENDED CIRCULATION SYSTEM ------------------------------------------------------- LINK VOLUME CNEL CHANGE ------------------- ------------------- -- ---- ------ --- 1987 2010 1987 2010 VOLUME CNEL- 1 19149 25592 71 .3 72. 6 6443 1 . 7% 2 19354 25287 71 .4 72. 5 5733 1 . 1 7 3 11811 13227 69. 2 69.7 1416 0. 5 4 1(-.j51'% 11815 68.7 69.2 1302 0. 5 5 21552 21287 71 . 6 71 . 8 -265 -0. 1 6 17133 32498 70. 8 73. 6 15-365 2. 8 7 21005 21241 71 . 7 71 . 8 236 0.0 8 _0605 36793 73. 4 74. 2 6188 0. 8 • 9 175367 13992 69. 8 70. 0 625 0. 2 10 1700 16727 60. 8 70.7 15027 9. 9 12 10794 8525 66. 8 67. 8 -2269 -1 . 0 13 20307 21931 71 . 6 71 . 9 1624 0. 3 14 113,78 11428 69. 1 69. 1 50 0.0 15 14858 211�•6 70. 2 71 .8 6278 1 .5 • 16 13941 19268 69. 9 71 . 3 5327 1 . 4 17 11940 15845 69.3 70. 5 3905 1 .2 18 5764 15193 66. 1 70. 3 9429 4.2 19 26.336 16078 72. 7 70.6 -10258 -2. 1 20 16103 5998 70. 6 66. ;:. -10105 -4. 3 21 19477 19684 71 . 4 71. 4 207 0. 0 • 22 18809 19449 71 . 2 71 . 4 640 0. 1 23 16567 27408 70. 7 72.9 10841 2. 2 24 8509 30139 67. 8 73. 3 2163.0 5. 5 26 16812 12139 70. 8 69. 3 -4673 -1 . 4 27 21-051 26737 72. 1 72.8 -.686 0. 6 28 12235 25987 69.4 72. 6 13752 3. 3 • 29 27366 38592 72. 9 74. 4 11226 1. 5 30 19620 31244 71. 4 73. 4 11624 2.0 +1 133,74 19191 69. 6 71 . 35 5817 1 . 6 32 19860 37206 71 .5 74. 2 17346 2.7 ,+4 7740 21856 67. 4 71 .9 14116 4.5 35 51030 5-5110 75. 6 75.8 t 2080 !'). 2 37 59544 562350 76. 2 76. 01 -3314 -0.2 138 26932 35715 72.6 74. 0 8783 1 . 2 39 49171 7173,35 75. 4 77. 1 • 22562 1. 6 40 34966 49248 73. 9 75. 4 ` 14282 1 . 5 41 63176 83221 76. 5 77. 7 % 20045 1.2 42 51514 66023 75. 6 76.7 , 14509 1 . 1 • 4:7 14528 11433% 70. 1 69. 1 -7095 -1 . 0 44 3.ti332 51344 73.7 75. 6 % 18012 1 . 9 45 29829 42824 73. 2 74. 8 12995 1. 6 46 38316 37724 74. 3 74.3 -592 -0. 1 47 38425 29800 74.3 73. 2 -S625 -1 . 1 52 12959 19614 69. 6 71 . 4 6655 1. 6 49 53 43256 75060 74. 9 77. 3 31804 2. 4 54 43109 49995 74. 8 75. 5, 6666 0. 6 55 84:,44 56148 77. 8 76. 0 , -28196 -1.8 56 61488 36186 76. 4 74. 1 -25302 -2. 3 57 561733 41725 76. 1 74. 7 -16448 -1 . 4 1 Page 136 58 57958 3,0x046 76. 1 7:7.3 -27910 -2. 9 59 47120 37691 75. 2 74.3 -9429 -1 . 0 60 18217 30517 71 . 1 73.3 12300 2.2 61 21976 19278 71 .9 71 . 4 -2700 -0.6 62 20489 26268 71 . 6 72. 7 5779 1 . 1 63 27164 34606 72. 8 73. 9 7442 1 . 1 64 20964 22066 71. 7 71 .9 1102 0. 2 65 14623 7744 70. 2 67.4 -6679 -2.8 7 66 17073 24731 70. 6 72. 4 7658 1 .6 67 13086 18926 69.7 71 .3 5840 1 . 6 68 18074 32184 71 . 1 73.6 14110 2.5 69 16066 28100 70. 6 73.0 12034 2. 4 70 20576 40614 71 . 6 74.6 20038 3. 0 71 19006 19679 71 .7, 71 . 4 673 0.2 • 72 29916 47054 73.3 75.2v 17138 2.0 73 31507 45474 73.5 75. 1 \ 13967 1 .6 74 31340 3+0451 73. 5 73.3+ -689 -0. 1 75 24613 22845 72.4 72. 1 -1768 -0.3 76 22704 18858 72. 1 71 .3 -3846 -0. 8 77 14527 16960 70. 1 70.8 2433 0. 7 • 76 5065 11800 65. 6 69. 2 6715 3. 7 79 30124 36622 73.7 74. 1 6498 0.8 80 32450 46372 73. 6 75.2 , 13922 1 .6 61 15525 2409 + 70. 4 72.3 8568 1 . 9 82 40477 61985 74. 6 76. 4 % 21508 1 . 9 83 38053 49942 74. 3 75.5 ' 11889 1 . 2 • 84 37798 46159 74.3 75. 3 � 10361 1 . 1 85 34306 38925 7'. 9 74.4 4619 0.5 86 31337 427.36 73. 5 74.8 11399 1 . 3 87 57502 40012 76. 1 74.5 -17490 -1 . 6 88 57934 48701 76. 1 75.4� -9253 -0. 8 89 51553 50790 75. 6 75. 6� -763 -0. 1 • 90 50836 61965 75. 6 76.4• 11129 0.9 91 7343 11113 67. 2 69.0 3770 1 .8 92 10224 13603 66.6 69.6 3379 1 . 93 56794 71053 76.0 77.0% 14259 1 . 0 94 34984 54174 73. 9 75.8 % 19190 1 . 9 95 26788 33742 72.8 7•=. 6 6954 1 . 0 96 10196 12191 68. 6 69.4 1995 O.8 97 1972.3 22894 71 . 4 72. 1 3171 0. 6 99 25810 44102 72. 6 74.9 18292 2. 3 100 60082 41205 76.3 74.6 -18877 -1 . 6 101 63704 45542 76. 5 75. 1 \ -16162 -1 .5 102 56675 57556 76. 0 76. 1 ' 88:; 0. 1 10.3 46509 50314 75. 2 75. 5 \ 3805 0. - 104 29396 32695 73. 2 73. 6 3299 0.5 105 31967, 41064 73. 5 74.6 9101 1 . 1 106 7715 22394 67.4 72.0 14679 4.6 107 3733 8068 64. 2 67. 6 4335 3. 3 108 12135 17600 69. 3 71 .0 5465 1 . 6 I� • Page 137 109 13114 7463 69.7 67. 2 -5651 --2. 4 110 27966 20106 73. 0 71 . 5 -7862 -1 . 4 111 66924 209397 76. 6 61 . 71 142473 5. 0 112 47987 189915 75.3 81 . 3 141928 6. 0 113 36404 72315 74. 1 77. 1 35911 3. 0 114 11159 10360 69. 0 68.7 -799 -0.3 115 20778 11216 71 .7 69. 0 -9560 -2. 7 116 19844 15809 71 . 5 70.5 -4035 -1 . 0 117 12305 11965 69. 4 69. 3 -340 -0. 1 118 21604 14531 71 . 8 70. 1 -707.3 -1 .7 119 16364 17164 70. 6 70. 6 Boo 0. 2 120 19126 18676 71 .3 71 .2 -450 -0. 1 121 12619 26912 69. 5 72. 8 14293 3. 3 122 13521 27118 69.8 72. 8 13597 3. 0 • 123 4942 18123 65. 4 71 . 1 13181 5. 6 124 14109 28349 70.0 73. 0 14240 3. 0 125 30060 25556 73. 3 72. 6 •-4504 -0. 7 126 44581 39676 75.0 74. 5 -4905 -0.5 127 52021 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