Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Item K2
BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY Meeting Date: December 12, 2012 Division: Growth Management Bulk Item: Yes No x Department: Planning & Environmental Resources Mayte Santamaria, 289-2562 Staff Contact Person/Phone # : Trish Smith, 305 304 0412 AGENDA ITEM WORDING: Presentation, discussion and direction regarding the results of the 2012 US 1 Arterial Travel Time and Delay Study and authorization for the Mayor to send a letter to FDOT with the BOCC recommendations. ITEM BACKGROUND: The US 1 Arterial Travel Time and Delay Study (TTDS) is performed annually by Monroe County to monitor the Level of Service (LOS) on US 1. The study is conducted for concurrency management purposes pursuant to Chapter 163, Florida Statutes and Section 114-2 of the Monroe County Land Development Regulations. The TTDS is funded by FDOT through a Joint Participation Agreement with Monroe County. Monroe County's adopted Level of Service on US 1 is LOS C for each segment in the study. Section 114-2 states that development is not permitted in segments where travel speed is decreased by more than 5% below LOS C. There are no segments in unincorporated Monroe County that fall below LOS C. Two (2) segments in the Village of Islamorada fall below LOS C. Some segments may be close to exceeding reserve capacity. In that instance, based on Section 114-2(b)(5)b., "the county shall not approve applications for development in areas of the county that are served by inadequate facilities... except that the county may approve development that will have no reduction in the capacity of the facility or where the developer agrees to increase the level of service of the facility to the adopted level of service standard. " Segment LOS Reserve Volume 3 - Rockland Drive to Boca Chica Road (MM 9 - 10.5) C 373 4 - Boca Chica Rd to Harris Channel Bridge (MM 10.5 - 16.5) B 201 5 - Harris Channel Bridge to Bow Channel Bridge (MM 16.5-20.5) C 038 10 - N Pine Channel Bridge to Long Beach Dr (MM 29.5-33) C 1,182 12 - 7 Mile Bridge (MM 40-47) C 3,378 14 - Coco Plum Drive to Toms Harbor Channel Bridge MM 54.0-MM 60.5) C 2,756 15 - Toms Harbor Channel Bridge to Long Key Bridge (MM 60.5-63) C 1,118 17 - Channel 2 Bridge to Lignum Vitae Bridge (MM 73-77.5) D 0 18 - Lignum Vite Bridge to Tea Table Relief Bridge (MM 77.5-MM 79.5) E 0 19 - Tea Table Relief Bridge to Whale Harbor Bridge (MM 79.5-MM 84) C 136 20 - Whale Harbor Bridge to Snake Creek Bridge (MM 84-MM 86) C 252 PREVIOUS RELEVANT BOCC ACTION: n/a CONTRACT/AGREEMENT CHANGES: n/a STAFF RECOMMENDATIONS: 1. Explore improvements to county roads that could help increase LOS on US 1. 2. Continue coordination with FDOT to enhance signal hardware, software, and timing to improve traffic flow on US 1. 3. Continue coordination with FDOT to address marginal LOS in conjunction with FDOT work program projects. 4. Discourage additional signalized intersections along US 1. 5. Require developers to make LOS improvements as part of the development process in areas of inadequate capacity. 6. Revise Section 114-2 to require area wide LOS C only (delete segment requirement). TOTAL COST: n/a INDIRECT COST: n/a DIFFERENTIAL OF LOCAL PREFERENCE: n/a COST TO COUNTY: n/a BUDGETED: Yes SOURCE OF FUNDS: n/a V� REVENUE PRODUCING: Yes No x AMOUNT PER MONTH Year APPROVED BY: County Atty DOCUMENTATION: Included OMB/Purchasing Risk Management x Not Required _ DISPOSITION: AGENDA ITEM # Revised 7/09 z w W 2 H D O U) z O H a oc O a w O U H a 0 U) LU O w J a F- z w 2 z O z w o� C7 z z z a J a F- z O U W O w z O N TM CN cn z w W 2 H D O U) z O H a oc O a w O U H a 0 U) w U O LU z W 2 z O W z z J a F- z O U w O w z O 2 C/) FM z O am �1 L_J 444, �t,4 C*4 O C*4 4m r!�m z w w 2 M � L c%�i i 0 (1) O O LM °� s zo F- LL �C •— O to to o oc ca a ca c O ca o O O ._ CA — M LM • p o E CL •— to ,U O cn O `� t) O > 1 s O .— 4=1 a> >% p ca i vmq J i _� O V 4� i V a) i 4� O i - u .— 4� c� O O •c� > M s 'ULM > a �+ *, 4� V to J 4=1 O V u CL r c w O a ._ m— c� U o a O s o c� L� s Fm > � • a m — a u J p � o a V *, m 0 w Q O o a� p �, s �c C G� LL cn O s'' i S C �+ cc`� wFM+ to }+ a E }+ M�d � � }� c� � � s � O cn a a M _ >' i O to J �", i �. O }+ � �+ cn = >. V p 4-+ LLI 0 (A a 40J (A (A a a o boo . a� ._ E c� s E z O O O w — •- p V — E 4=1 a 2 w z > O a ^ 4� O 4� p p p p O I > >u CA 0 s4=1 a� N N > > Lmt) LLI > Ga 0 (1) w m m M;i 4=1s 0 m2 Emo to cvmo V a CLE > p L.4) O uz m (1) 2 4W I M fth � z b� V MO 00 >% � 4=1 4� M `� to W 1 0 0 �� o4, L s a� a� v,0 M a TV=lMI 4 M�da) a) a) }+ F.- z m s i a to 4� NLm U M L. O s � � >� � O H i rl � 4) CL w a V 4� >� m > O a% CAO w .� � O 4� s V 41 s z c/� V cn H � V Z O E O LA 1 } z w W 2 H D O U) z O H a oc O 0 O U W 0 U) W O Cl) a z w 2 z O w o� t� z z J a F- z O U w O w z O 2 t U co C) O -I►,, co c� O co Lft^ O O U) C� co IQ a L C� O C� O O V O co co C� O co ZZ O Sz Z Q) O _ V O _ co N ;Ib co Q) co co co co _ co .Q O O OO co Z CCS _ O .� _ co Z O �O V 0 Z a 0 w O Cl) a z W 2 z O w t7 z z J a F- O U w O w z O s L E 0 u F 2 van ■� y— O co .� = I— --, U -� ° ca cry o ° ° o Q .V O co cn •� O O Co p � O CO O O .v U Z ► p v co O J C/o O O O C/oO 4) i O• c� O O -Z I► Ol Z) co CO co 42, ca T:hCO O J O r O � O o Z) i �' O 4) O LL ° O O � •� ^ co co O M CO co � O a� M � � c�a C/oul E �D G, O O c�a p ca .C? co m .Co. co O 0. O O co C� ci ° z w w 2 D O z Q O r ^ -Z) _ O Q V Q) Q 1+ O a Q� Q J � O O oCO Q '+►+ p '� Q L;z f tQ -0 V � cn • � CQ Cl) Ca � y10) C� w O U ca Q ^ �" Q 2 z r::: � � "" Q � O > z w Oca c � O CO� cCs Q m c9 O Q •— z z a i V Q -�► a F- ca �. O � -� Q z N N O N o 1 1 Z �, ^� ''',' ' Q Q w O O Q z O O O co C*o N Cn J � � J O Q Q) J w 0 W O W a Z w 2 z O z w c� z E J a F- z O U W O w z O CN CNCD 'i O LL 4) O L a 0 N r 0 N CV r L E v H a. 0 cn Ii M O w 1••1� a z 5W z NO 1••1� W �06 V z z J a F- M O U W NO 1••1� z 5O N TM N Cl) FM FM �a E E cn > 0� 4=1 ■ • r.L. • R i mc CL Vf. • :m �..� --I-- V ■ O . CL:■ ■ ! > CL _ . . ! O _ : • �;O O UP) CL ■ . O . i s CL 4=1 O- CO R . • R Vf CO:E 0: O � a ■, O a • ■ ) . . ! r ! r . ■ IE! ■ . s O Ln A• W . Y ■ .� r . . I .a� � . O . 1iR . � R • 4=0G0 CA • . a • • • N Jc CL * + 1� . O G G 0 s .� ! . . r r r r i r • ■ f�a ■ r ■ ! ■ r ■ .•s • r r Li . . . ■ . 00 Jc CL Ef f . . 4 . ■ r ■ • ■ E ■ a r,4 a. E: CL: cu 3: Q) s . . . ■ ago ago Q) aj O . f f . . R ` � f 1 s 1 1 O� O� L I��Y1 • • • 11 : • + : cv): CL CL 0O QD ' O.O■ ■ O O m m O . a a • . O E E (7;: (JD: r . , . . ■ M m L L L O O O > O > O O u : CL:s chi:':....: ■ CL. ■ 0 • a . ■ � � M . r 1� V ! ! • . • i O .— J t� Q _O m m � L L N U r O O U Z O �L W W L 4-0 L L 4-0 O C) C) U) 4-0 O J i O L N I de wc` s s QO o . r c r% ui m c- r-4 r r saw e� (D �I LO rl j v ZI M %*L 1 � LC LCI LM w. QO N LCS L �' ca Go t a 0.0 T w U-? Ln '11 - ti Lm 4-3 Ail CA F;J iI7 IF �ih ..... . .... - Uff I - 1 - - ------ 2 ------ 57. %20! A CQ qK �l Co 3 -4c m w a Rx RK 4c qz Q- cis 16 W04 H w 0 U) LU O Cl) J H z LU 2 z O w V z z z a J a F- z O U W O w z O ru O O O O O O O O O O O O ai 00 I� lD Lri 4 M N rl O En lzT qt q* qt q* qt q* (gdw) paadS laAeJ.L uei paW £ZOZ ZTOZ TTOZ OZOZ -0 -0 N 60OZ (n � > SON ca LOOZ N � 900Z SON VON L EOOZ ZOOZ iooZ OOOZ N O 6661 � � + rn x O o 866T m ii ON O L66T 966T S66T V66T E66T z w W 2 H D O U) z O H a oc O a w O U H W 0 W U O W a F- z W 2 z O z W z z a J a F- z O U W O w z O U J 0 am z w O D t/f .� V o U) a i O ca i z .— O F- � E V O a oc O N O V O V LM O cn .� o i cn o O L V J J i a) ca LM on(A a� s � •— i 401 Lom V Cr • •Mo � cn 401 (`• V ca �- s V N Mo O � � V ca L O a ca V . s — ca W (L) p c .— p V (L) r4 m m a s O Et/� �O .O o Z s � � V w a t/f ca N a) s O txo O V i *, p p L C V O LL LL Q) 401 w FM a o s � s *, c ._ a F _ O cn 401 O V z *, +, `/ � • - . � O i i L z V tw z w r CD 3 p +� w � w •— cn ca p M u w — z V � O 4+0 i Z N .V = O m 0 •� a O w c E �_ � a. 401 LM > m LM Z s *, F p o 0 � LM o � o>- � D o � � o 0 0 � w O Lim E O0 tw ca w i LL z o bo O . _ 40 f 5k{ 0 o a s oc W u0 u M 44 LA z w W 2 H D O U) z O H a oc O a w O U W 0 w O Cl) a z w 2 z O W t� z E z a J a F- O U W O w z O 2 E o �w O � > E tw w � N s a� O ca �, C — ca O cn V a� O > O CL V E m CL i N V � O cr Cr w E W O O � � N � O � to �--I O ca O > ._ � � V � N � Cr O > W 4� i cr w i m L O V s a� O r 0 O O V LA O J E O L ca O J s 4� o� 0 LL s Z W 2 H a m 0 o a o OMMEN � m Q CL u b�D 0 a O o V L � � � O E too= cr %inom 80MEN u m a 0 m W E LM 4=0 < Aj 0 a > 4A C M =a 4=1 FM 0 OMMEN (A 0 ML 0 m 4mJ CL Clo E m LL E W V O LM • 0 a 401 401 slowl E U � � Lon Lon w000 L Cl)vLon � � v O i V Q •� cLoo immomm 0 4=1 LU Z = +r a� a Lon 0 E m obi 0 0 slowl '0 u N � (L) c.i0 � � 401 Z 0 LM 0 0 a. >- slowl CL o 4mJ 0 0 w 0 Lon E LM m 3: z oC m 0 a) Cr a r L Lm u C L. LLI ri Sri c.i O L 2 K LLI OU) �F 0 O � Q CL o U(1) Q cp O ca c � p � cr J p � ww m � 9 fC � Z 0 LM (1) CL o �a o E U c i to a (%. o a� O L � w Q N J �p L LU 0 Cr (L) F- 0 w V4ma L (044 0 rc Q � i CL �' ow a T=l 0 co E o a. 0 u o i � N � o p cr C oC 401 oC t0 I� 00 a1 H 0 0 LL i 0 c� O E V O 4=1 V O — V ca o a� c� > O CL V i %"moo F O w =5 c� cr O �--I Tmq �--I z O FM (0) LU 0 J F- Z W 2 Z O Z W County of Monroe The Florida Keys BOARD OF COUNTY COMMISSIONERS f Mayor George Neugent, District 2 1 Mayor Pro Tern, Heather Carruthers, District 3 . Danny L. Kolhage, District 1 - David Rice, District 4 Sylvia J. Murphy, District 5 r ft December 12, 2012 Mr. Gus Pego, PE District Secretary FDOT District 6 1000 NW 111 th Avenue Miami, FL 33172 RE: 2012 US 1 Arterial Travel Time and Delay Study Florida Keys Dear Mr. Pego: Please find attached a copy of the 2012 US 1 Arterial Travel Time and Delay Study (TTDS). This study is performed annually by Monroe County through a Joint Participation Agreement with FDOT to monitor the Level of Service (LOS) on US 1. Section 114-2 of the Monroe County Land Development regulations states that development is not permitted in segments where travel speed is decreased by more than 5% below LOS C. The study shows that are no segments in unincorporated Monroe County that fall below LOS C. Two (2) segments in the Village of Islamorada fall below LOS C. Some segments throughout the corridor may be close to exceeding reserve capacity. A summary of the 2012 results is: Segment LOS Reserve Volume 3 - Rockland Drive to Boca Chica Road (MM 9 - 10.5) C 373 4 - Boca Chica Rd to Harris Channel Bridge (MM 10.5 - 16.5) B 201 5 - Harris Channel Bridge to Bow Channel Bridge (MM 16.5-20.5) C 1,938 10 - N Pine Channel Bridge to Long Beach Dr (MM 29.5-33) C 1,182 12 - 7 Mile Bridge (MM 40-47) C 3,378 14 - Coco Plum Drive to Toms Harbor Channel Bridge MM 54.0-MM 60.5) C 2,756 15 - Toms Harbor Channel Bridge to Long Key Bridge (MM 60.5-63) C 1,118 17 - Channel 2 Bridge to Lignum Vitae Bridge (MM 73-77.5) D 0 18 - Lignum Vite Bridge to Tea Table Relief Bridge (MM 77.5-MM 79.5) E 0 19 - Tea Table Relief Bridge to Whale Harbor Bridge (MM 79.5-MM 84) C 136- 20 - Whale Harbor Bridge to Snake Creek Bridge (MM 84-MM 86) C 252 The Monroe County BOCC met to discuss this item at the December 12, 2012 commission meeting. We are asking for FDOT's assistance in implementing the following recommendations: 1. Exploring improvements to county roads that could help increase LOS on US 1. 2. Continuing coordination between FDOT and Monroe County to enhance signal hardware, software, and timing to improve traffic flow on US 1. 3. Continuing coordination between FDOT and Monroe County to address marginal LOS in conjunction with FDOT work program projects. 4. Discouraging additional signalized intersections along US 1. 5. Coordinating with the county's efforts to require developers to make LOS improvements on US 1 as part of the development process in areas of inadequate capacity. 6. Coordinating with the county to revise Section 114-2 to require area wide LOS C only (delete segment requirement). Thank you for your consideration in this matter. We look forward to continuing our longstanding relationship with FDOT regarding transportation issues. Sincerely, George Neugent Mayor ON 2012 U.S. 1 ARTERIAL TRAVEL TIME AND DELAY STUDY MONROE COUNTY FLORIDA August 2012 Prepared for: Monroe County Planning Department Prepared by: URS CORPORATION 3343 W. Commercial Blvd. -Suite 100, Fort Lauderdale, Florida 33309 TABLE OF CONTENTS 1. EXECUTIVE SUMMARY.......OEM .*{.;... *Do .....a.....G.ii1 2. INTRODUCTION, iid#t*.*,.#..#**44.m.o.egas w*W..*.......... *....86016464 0.0600 •if, m*4&••• • 2 3. MONROE COUNTY LEVEL OF SERVICE (LOS) AND RESERVE CAPACITY ASSESSMENT 3 4. DATA COLLECTION.. ..boa bib6&S Y.i...iiSEE ... MGM .aa SM&Saasham ..i..i........iSam DONEE .■■i.■f■ 5 5. FIELD OBSERVATIONS*..,.,.a..a.!.......■*...V..a■.E..i.■.at.,.6.0...w...4*......40000@1 6 6. RESULTS AND DISCUSSIONS.,.*.,..1.and ...... OEM ...........w..... 8 7. SUMMARY...,,...* i.0*....-P.40 *, *0000000#-s....IV. Emil 4.......aSam ..i. *. 18 TABLES TABLE 1 - U.S. 1 ROADWAY SEGMENTS., -, row E•4..*••*..}.....................}}...... 4 TABLE 2 - U.S. 'I TRAFFIC COUNTS - HISTORIC COMPARISON.-..... EMEMEMEMEN 9 TABLE 3 - DELAY DATA SUMMARY AND COMPARISON.... E smommom mmmmmmmmmmodmmm 15 FIGURES FIGURE 1: U.S. 'I AADT - HISTORICAL COMPARISONS...................... Nam a a . .. 10 FIGURE 2: U.S. 1. HISTORICAL TRAFFIC GROWTH - AADT....................... 11 FIGURE 3: AVERAGE TRAVEL SPEEDS AND LEVELS OF SERVICE........... 13 APPENDICES APPENDIX A - DATA COLLECTION METHODOLOGY APPENDIX B - TRAVEL TIME DELAY DATA APPENDIX C No 2012 TRAFFIC VOLUME SUMMARY APPENDIX D - HISTORICAL COUNT DATA APPENDIX E No 2012 TRAVEL SPEED SUMMARY DATA AND STATISTICS APPENDIX F No COMPARISONS OF HISTORICAL TRAVEL SPEED DATA APPENDIX G - 2012 LEVEL OF SERVICE AND RESERVE CAPACITY APPENDIX H No SUMMARY OF DELAY EVENTS APPENDIX I No 2012 DATA COLLECTION SCHEDULE 2012 — U.S. 1 Arterial Travel Time and Delay ,Study Monroe County UM Page ra WAx0l1jlll�i��J�1=.i1 This report contains results and findings of the 2012 Travel Time and Delay Study. The study's primary objective was to monitor the Level of Service (LDS) on U.S. 'I for concurrency management purposes pursuant to Chapter 163, Florida Statutes and Section 114 of the Monroe County Land Development Regulations. The methodology adopted for this study was established by the U.S. 'I Level of Service Task Force in 1993 and amended in 1997. The methodology establishes a procedure for using travel speeds as a means of assessing the level of service and reserve capacity of U.S. 1. Both Monroe County and the FDDT have adopted a LDS C Standard for U.S. 1. Further, 45 mph has been adopted as the LDS C Standard for the entire length of U.S. 1 regardless of the posted speed limits. Under the adopted growth management process if the overall LDS for U.S. 1 falls below the LCS C Standard, then no additional land development will be allowed in the Florida Keys. The overall travel speed on U.S. 1 for 2012 is 47.0 mph. The results indicate the median travel speeds and LDS have deteriorated in most of the segments with respect to last year. Compared to 2011, the median segment speeds increased in six (6) of the 24 segments ranging between 0.3 mph to 0.47 mph; whereas, eighteen (18) segments experienced a decrease in median speeds, ranging from 0.05 mph to 4.0 mph. The biggest difference in speed change was observed on Segment # 18 (Tea Table — MM 77.5 — MM 79.5), which resulted in the LCS change from a `D' to an `E'. This segment had been at LDS D for the past five years, and reached a critical threshold this year, which may result in a localized moratorium according to county comprehensive plan. A similar trend could be observed at the adjacent Segment # 17 (L Matecumbe MM 73.0 — MM 77.5), where the LDS remained at D for the past three consecutive years. Segments with reserve speeds of less than or equal to 3 mph should be given particular attention when approving development applications. The most of lower keys — from Big Coppitt (MICA 9.0) to Sugarloaf (MM 20.5) and the Big Pine Key segment (MM 29.5 — MM 33.0) is within the `area of concern'. Similarly, most of middle keys from Grassy (MM 54.0) to Duck (MM 63.0) is within the `area of concern'. Approximately 13 mile segment of upper keys from L. Matecumbe (MM 73.0) to Windley (MM 84.0) continue to stay within the `area of concern'. The most critical segment of all is the Tea Table (MM 79.5 — MM 84.0) that has no reserve volumes left to allow any new development that could impact this segment. Road widening is a typical capacity improvement remedy exercised by most municipalities. In Monroe County, however road widening, specifically along U.S. 1 is restricted by the adopted comprehence plan policies to preserve and protect the fragile ecological conditions. There are other less intrusive remedies could be explored and evaluated to improve the traffic flow and the capacity of U.S. 1, they include: Identifying strategic locations to add turn lanes. - Conducting speed studies on selected segment of U.S. 'I to confirm the posted speed limits, and correct, if necessary. - Consolidating driveways/access points to reduce/minimize friction. - Enhancing signal timing at existing signalized intersections along U.S. 1 to improve the traffic flow. Not allowing new signalized intersections along U.S. 1 if there is alternative safer access to accommodate the turning movements exist. Improving the conditions along the county maintained local streets to minimize U.S. 1 being used as the local street. U.S. 1 is a state maintained roadway. Therefore, any modifications/ improvements to U.S. 1 have to be developed in collaboration with the Florida Department of Transportation. 2012 — U.S. l Arterial Travel Time and Delay Study Monroe County Li 0 ) I LL 4�- Page I 2. INTRODUCTION The U.S. 1 Arterial Travel Time and Delay Study has been undertaken as part of the ongoing contract between URS Corporation and Monroe County to provide Transportation Planning Services to the Monroe County Planning Department. Monroe County has conducted travel time and delay studies of U.S. 1 on an annual basis since 1991. The data collection for years 1991 through 1996 was conducted by the Monroe County Planning Department, with assistance from the Monroe County Engineering Department, and the Florida Department of Transportation. URS has collected the data for years 1997 through 2012, on behalf of the Monroe County Planning Department with assistance from the agencies identified above. This report contains the travel time / delay data and findings for the year 2012. The U.S. 1 Arterial Travel Time and Delay Study's primary objective is to monitor the level of service on U.S. 1 for concurrency management purposes pursuant to Chapter 163, Florida Statutes and Section 114 of the Monroe County Land Development Regulations. The study utilizes an empirical relationship between the volume -based capacities and the speed -based level of service (LOS) methodology developed for U.S. 1 in Monroe County, by the U.S. 1 Level of Service Task Force. The U.S. 1 Level of Service Task Force is a multi -agency group with members from Monroe County, the Florida Department of Transportation, and the Department of Economic Opportunity (formerly known as Florida Department of Community Affairs). The methodology established by the task force is a procedure for using travel speeds as a means of assessing the level of service and reserve capacity of U.S. 1 in the unique setting of the Florida Keys. Each member organization of the Task Force has endorsed the methodology. A partial copy of this methodology titled "A Methodology to Assess Level of Service on U.S. 1 in the Florida Keys"- January 1993, is contained in Appendix A. A county -imposed building moratorium results when the measured speeds of a segment OR the overall travel speeds of the entire U.S. 'I fall below the adopted level of service thresholds; segment level failure result in building moratorium specific to the area served by that particular segment, and the overall failure would result in a countywide moratorium. Although there have never been a countywide moratorium, Big Pine Key between 1994 and 2002 experienced a localized development moratorium. Due to the significant role of this study in the County's growth management process, the accuracy of the data collection and the results of this study are quite important. The travel time and delay data were collected by URS. The body of this report summarizes the results and findings of the surveys. 2012 — U.S. l Arterial Travel Time and Delay Study Monroe County Page 2 3. MONROE COUNTY LEVEL OF SERVICE (LOS) AND RESERVE CAPACITY ASSESSMENT OVERVIEW U.S. 1 (the Overseas Highway) is the only principal arterial serving people and visitors in the Keys. The unique geography, land use patterns and trip making characteristics of the Florida Keys present a challenge in developing and applying a reasonable and acceptable method to assess LOS. Although U.S. 'I in the Florida Keys is predominantly an uninterrupted -flow, two-lane roadway, its uniqueness warrants an alternative LOS evaluation process found in the Highway Capacity Manual. A uniform method was developed in 1993 and amended December 1997 by the U.S. 1 Level of Service Task Force to assess the level of service on U.S. 1. The adopted method considers both the overall level of service from Key West to the mainland, and the level of service on 24 selected segments (See Table 1). The methodology was developed from basic criteria and principles contained in Chapter 7 (Rural Multilane Highways), Chapter 8 (Rural Two -Lane Highways) and Chapter 11 (Urban and Suburban Arterials) of Highway Capacity Manual. The methodology establishes a procedure for using travel speeds as a means of assessing the level of service and reserve capacity of U.S. 1 in the unique setting of the Florida Keys. The travel speeds for the entire 1 o8-mile stretch of U.S. 1 and the 24 individual segments are established by conducting travel time runs during the peak season. The peak season, for the purpose of this study, has been established by the task force as the six -week window beginning the second week of February and ending the fourth week of March. Overall speeds are those speeds recorded over the 1 o8-mile length of the Keys between Key West and Miami -Dade County. Overall speeds reflect the conditions experienced by long distance trips or traffic traveling the entire length of the Keys. Given that U.S. 1 is the only principal arterial in unincorporated Monroe County, the movement of long distance traffic is an important consideration. Both Monroe County and the FDOT have adopted a LDS C Standard for U.S. I. Further, 45 mph has been adopted as the LOS C Standard for the entire length of U.S. 1 regardless of the posted speed limits. Under the adopted growth management process if the overall LOS for U.S. 1 falls below the LOS C Standard, then no additional land development will be allowed in the Florida Keys. Segment speeds are the speeds recorded within individual links of U.S. 1. The segments were defined by the Task Force to reflect roadway cross -sections, speed limits, and geographical boundaries. Segment speeds reflect the conditions experienced during local trips. Given that U.S. 'I serves as the "main street" of the Keys, the movement of local traffic is also an important consideration on this multipurpose highway. 2012 — U.S. I Arterial Travel Time and Delay Study Monroe County Page 3 TABLE 'I U.S. 'I ROADWAY SEGMENTS MENEENEEMMEEM SEG NO. APPROXIMATE MILE - MARKER Beginning Ending CONTROL POINTS Beginning Ending KEY(S) 1 4.0 5.0 Cow Key Bridge (N) Key Haven Boulevard Stock Island, Key Haven 2 5.0 9.0 Key Haven Boulevard Rockland Drive Boca Chica, Rockland 3 9.0 10.5 Rockland Drive Boca Chica Road Big Coppitt 4 10.5 16.5 Boca Chica Road Harris Channel Bridge (N) Shark, Saddlebunch 5 16.5 20.5 Harris Channel Bridge (N) Bow Channel Bridge (N) Lower Sugarloaf, Upper Sugarloaf 6 20.5 23.0 Bow Channel Bridge (N) Spanish Main Drive Cudjoe 7 23.0 25.0 Spanish Main Drive East Shore Drive Summerland 8 25.0 27.5 East Shore Drive Torch -Ramrod Bridge (S) Ramrod 9 27.5 29.5 Torch -Ramrod Bridge (S) N. Pine Channel Bridge (N) Torch 10 1 29.5 33.0 N. Pine Channel Bridge (N) Long Beach Drive Big Pine 11 1 1 33.0 40.0 Long Beach Drive 7- Mile Bridge (S) W. Summerland, Bahia Honda, Ohio 12 40.0 47.0 7- Mile Bridge (S) 7- Mile Bridge (N) 7-Mile Bridge 13 47.0 54.0 7- Mile Bridge (N) Cocoa Plum Drive Marathon, Key Colony Beach 14 54.0 60.5 Cocoa Plum Drive Toms Harbor Ch Bridge (S) Fat Deer Crawl, Grassy 15 60.5 53.0 Toms Harbor Ch Bridge (S) Long Key Bridge (S) Duck, Conch 16 63.0 73.0 Long Key Bridge (S) Channel # 2 Bridge (N) Long, Fiesta, Craig 17 73.0 77.5 Channel #2 Bridge (N) Lignum Vitae Bridge (S) Lower Matecumbe 18 77.5 79.5 Lignum Vitae Bridge (S) Tea Table Relief Bridge (N) Fill 19 79.5 84.0 Tea Table Relief Bridge (N) Whale Harbor Bridge (S) Upper Matecumbe 20 84.0 86.0 Whale Harbor Bridge (S) Snake Creek Bridge (N) Windley 21 86.0 91.5 Snake Creek Bridge (N) Ocean Boulevard Plantation 22 91.5 99.5 Ocean Boulevard Atlantic Boulevard Key Largo 23 99.5 106.0 Atlantic Boulevard C-905 Key Largo 24 106.0 112.5 C-905 County Line Sign Kev Largo, Cross Key NOTE: (N) and (S) refer to the north and south side of the bridges respectively A comparison of average posted speed limits and the average travel speeds for individual segments leads to the level of service on the respective segments along U.S. 1. The difference between the segment travel speeds and the LOS C Standard is called reserve speed. The reserve speed is converted into an estimated reserve capacity of additional traffic volumes and corresponding additional development. If the travel speed falls below the LOS C Standard, additional trips equivalent to 5% of LOS C capacity are allowed, to accommodate a limited amount of land development to continue until traffic speeds are measured again next year or until remedial actions are implemented. The segments of U.S. 'I that fall below the LOS C Standard are candidates for being designated either backlogged or constrained by FDOT. 2012 - U.S. I Arterial Travel Time and Delay Study Monroe County L Page 4 4. DATA COLLECTION The travel time, delay, and distance data were collected by URS staff. A summary of the data collection methodology and the data collected is presented in Appendices A and B respectively. The data were recorded by date, day of the week, time of the day, and direction. The field data collection took place between March 1, 2012 and March 14, 2012. The results are included in Appendix B. Fourteen (14) round trips were made to successfully complete the twenty-eight (28) required northbound and southbound runs. These runs represent a sample of two runs of each day of the week. Every one of the twenty-eight travel time run data sheets was quality checked. The seven-day, 24-hour traffic data were collected in Islamorada, Marathon, and Big Pine Key from March 4 2012 to March 10 2012, concurrently with the travel time runs. The volume data are provided in Appendix C. The field studies employed the staggered schedule of departure times previously approved by the Task Force so as to capture peak hour conditions in as many different locations as possible during the approximately 2.5-hour one-way trip between Key West and the mainland. The staggered schedule of departure time also helps to capture the varied trip purposes and time frames within the Keys. For example, the 1:45 pm departure time from Florida City helps to capture the evening peak traffic condition in the lower keys and non -peak conditions in the rest of the keys. Alternatively, the 3:15 pm departure time from Florida City helps to capture the evening peak traffic conditions in the upper keys and non -peak conditions in the rest of the Keys. The 2012 field data collection timetable is included in Appendix I. 2012 — U.S. l Arterial Travel Time and Delay Study Monroe County Page 5 5. FIELD OBSERVATIONS Traffic Signals There are 18 traffic signals in operation along the U.S. 1 study corridor: LOCATION MILE MARKER-(MM) SEGMENT College Road 4.4 1 Cross Street 4.6 1 McDonald Avenue 4.8 1 Crane Boulevard 19.5 5 Key Deer Boulevard 30.3 10 33rd Street/ School Crossing 48.5 13 Sombrero Beach Road 50.0 13 107th Street 52.4 13 109th Street 52.5 13 Pedestrian Crossing 53.0 13 Key Colony Beach Causeway 53.5 13 Coco Plum Drive 54.0 13114 Woods Avenue 1 School Crossing 90.0 21 Sunshine Road 90.5 21 Ocean Boulevard 91.5 21122 Atlantic Boulevard 99.5 22123 Tradewinds 101.0 23 Pedestrian Crossing 105.0 23 As was done in the past, for the pedestrian signals at MM 53, and MM 105, only a partial impact of the signal was considered. The signal delays for segments with signals at the end/beginning, such as Cocoa Plum Drive, Ocean Boulevard and Atlantic Boulevard intersections, are shared between the two segments. The three closely spaced traffic signals in Stock Island (Segment 1) were observed to experience more delays compared to last year. Both the number of delay events (19 this year vs. 18 last year) and the delay time (8 minutes and 2 seconds this year vs. 6 minutes and 6 seconds last year) caused by these signals have slightly increased. It should be noted that the delay time has quadrupled since 2009 when it was only 1 minute and 54 seconds. The five traffic signals and the two pedestrian signals in Marathon (Segment 13) were observed to experience less delay events (34 this year vs. 47 last year) with increase in delay time (22 minutes and 51 seconds vs. 20 minutes and 4 seconds) compared to last year. Segment 1 and Segment 13 are defined as interrupted segments, meaning that interruptions such as signals are expected. The changes in delay time due to these signals may not significantly influence the individual segment operating conditions because they are designated as having interrupted flow conditions, however; it does have an effect on the ove ra I I travel speeds. 2012 — U.S. l Arterial Travel Time and Delay Study Monroe County Page 6 Tirnffir_ t':niintc Mechanical traffic counters and hoses were installed on March 4, 2012 at the following locations: • Upper Matecumbe, on the south side of the Whale Harbor Bridge (MM 84) • Marathon, in front of McDonalds (MM 50) • Big Pine Key, on the south side of the North Pine Channel Bridge (MM 30). On Big Pine Key additional traffic volume data were collected to identify localized differences in traffic volumes throughout U.S. 1 in the island of Big Pine Key. The traffic volumes during the 2012 study period were found to be higher than the 2011 study period traffic volumes (with two exceptions, see Table 2). 2012 -- U.S. I Arterial Travel Time and Delay Study Monroe County Page 7 6. RESULTS AND DISCUSSIONS Traffic Volumes U.S. 1 is predominately a four -lane facility in Marathon and a two-lane facility in Upper Matecumbe and Big Pine Key. Seven-day continuous traffic counts recorded at three locations along U.S. 1 yielded the following average daily traffic (ADT) and annual average daily traffic (AADT) volumes for 2012. These volumes for 5-day and 7-day are averages of the raw volumes counted. The volumes have been adjusted using 2011 seasonal and axle factors to estimate the 2012 AADT's. The traffic counts recorded between March 4 and March 10, 2012 has been included in Appendix C. Location 5-Day ADT 7-Day DT AADT Big Pine Key (MM 29) 21,056 20,579 18,011 Marathon (MM 50) 34,145 32,985 29,208 Upper Matecumbe (MM 84) 24,561 24,935 21,009 The average weekday (5-Day ADT) and the average weekly (7-Day ADT) traffic volumes, compared to last year's data, at Marathon, Upper Matecumbe and Big Pine Key traffic volumes have increased in 2012 (except the 5-Day ADT in Big Pine Key). Likewise, the AADT have increased (except in Upper Matecumbe), although seasonal factor recorded by FDOT were lower compared to previous year. A detailed historical comparison of the U.S. 1 traffic counts for the period 1993 to 2012 is presented in Appendix D. A comparison of the most recent seven years of data is presented on Table 2 and represented graphically in Figure 1. U.S. 1 historical traffic growth is depicted in a regression analysis graph in Figure 2. A linear regression analysis of the AADT at each of the three locations over the last eighteen years indicates that statistically there is virtually no overall traffic growth within the last 18 years at the Marathon and Upper Matecumbe count locations, whereas the traffic volumes at the Big Pine Key count location have decreased. Overall Speeds For the purpose of this study, overall speeds are those speeds recorded over the 108- mile length of US 1 in the Keys between Key West and Dade county. Overall speeds reflect the conditions experienced during long distance or through trips. Given that U.S. 'I is the only principal arterial in Monroe county, the movement of through traffic is an important consideration. The levels of service (LOS) criteria for overall speeds on U.S. 1 in Monroe County, as adopted by the Task Force, are as follows: LOS A 51.0 mph or above LOSB 50.9 mph to 48 mph LOSC 47.9 mph to 45 mph LOS D 44.9 mph to 42 mph LOS E 41.9 mph to 36 mph LOS F below 36 mph Both Monroe County and the FDOT have adopted a LOS C standard for U.S. I. 2012 — U.S. 1 Arterial Travel Time and Delay ,Study .Monroe County Page 8 N W J m a Z 0 a a 2 0 t� J a U DC U) Z D 0 U U LL LL r o 0 o c o a o o� 0 Oo G0 ti 0 n) I` LU CN N r LL7 LC] O r �y o N a--' C (D 07 r- LO LO 00 r (D O) o Li 0 � rn N LO rn 0 N CV m Ce) N N N I N 0 0 0 0 0 a a 0 " C 0, Cp 00 00 N N 00 00 OOO � 0000 (0D N CD r -C {.? � 0 C7 0 r 0 CQ I` r O _ N (0 o� 00 LO 0) 000 N o r 7 qlqr Q (D r C) P- ce) LO CD C V N o N 0 N ti r N M r M � N 14 N 0 'q C%4 0 r N a v v a 0 0 o L� P- CN (D ~ m(D IT N C) (D r O L U CV CV (p (O L[) L(j cl� r L6 O I r O N }' C r LO LO r N l%r m 00 00 Iq I` IKT 00 00 M (D T- (D r co 0o LO U') LO (D LO C� N cV co Cl) N N N tm • 0 0 o o 0 0 0 {Q N N ti 0c0 Nr 0 N L r N O r M r 0 CV 0 C) N C Iq LO co � a) 0o I` V- 00 Z) N co (D r N - C) 0 0 LC) U r CV C%4 ( [NM N N N 0 o o 0 0 v (� ONO co M CM LO 00 0000 r Q0'7 L � 0) 0) (D co oO (D 00 OD C)r � co- N �". C LO Q) N r 00 o N t- r c'r) cD O co r v 00 N 0 C Iq (0 m 11 P r qt 0 C) U r N C N (p r 4 m r m Lr) N vi N M d7 N r 0101-01 v o 0 0 a 0-01 � 0 0 o Oro ti � Ur N I` r r r M T- r (o r CC) I- r r v N }' C LO m C) Ln LO r N q r r N � M co o LO r LO � N Ln N ti oo LO CDqq � C)N N N [� c N N N N a m (ND coN co V- C) CA [V o (0 00 (D CJ) M C) L f` 00 00 LC7 M N U i r r 0 0 N C LO a) � LO a 00 0° qqr � � N 0) CD rn T- rn o= 0000 U N N or° c`e) co N CN C Q7 a(D >CD C ao a( �o ao °- ; ; L ; ;� ; ; d ._ "'Q �Q �Q '`< CL "'Q r-Q �+ Y r� V C14 r v N co 0 v N v N co v N v v a v v o a v o C" 3 N N r r iavv - ownloA OiJJI9J1 E a) a CL 13 Ja 0 L L■ 00 U) ■ ■ N (1) L 1N[::] m o a 0 0 0 a C) 0 0 N C7 C0 M CY] Ctil 0 C) o 0 0 0 o_ 0 0 ( V N N N N (AEP/tIan) jLaV ► N r 0 N r r 0 N 0 r 0 N 0 ♦ 0 0 N 0o ♦'0 N 0 0 N 0 0 N 0 0 N v 0 N 0 0 ` CAI N � 0 N r 0 N 0 0 N CD CD d co CA CL .� w 0 CL CR . o co co LO CA C3] � CA CD r CD 0 0 0 r C7 0 CD o vo _ _ C] 0 C6 N r r The median overall speed during the 2012 study was 47.0 mph, which is 0.1 mph lower than the 2011 median speed of 47.1 mph. The mean operating speed was 45.1 mph with a 95% confidence interval of plus or minus 0.5 mph. The mean and median speeds correspond to LOS C conditions. The highest overall speed recorded in the study was 49.2 mph (0.5 mph higher than the 2011 highest overall speed of 48.7 mph), which occurred on Thursday, March 1, 2012 between 3:30 p.m. and 6:00 p.m., in the northbound direction. The lowest overall speed recorded was 35.8 mph (6.3 mph lower than the 2011 lowest overall speed of 41.9 mph), which occurred on Sunday, March 10, 2012 between 2:30 p.m. and 6:00 p.m. in the southbound direction. The 2012 travel speed data is summarized in Appendix E. Speed comparisons to previous years are provided in Appendix F. Segment Speeds Segment speeds are the speeds recorded within individual links of U.S. 1. The segments were defined by the Task Force to reflect roadway cross -sections, speed limits, and geographical boundaries. Segment speeds reflect the conditions experienced during local trips. Given that U.S. 1 serves as the "main street" of the Keys, the movement of local traffic is also an important consideration on this multipurpose highway. The level of service criteria for segment speeds on U.S. 1 in Monroe County depends on the flow characteristics and the posted speed limits within the given segment. The criteria, listed by type of flow characteristic, are explained in Appendix A, and summarized below. I nterru oted Flow LOS A z 35 mph LOS B 28 mph LOS C ? 22 mph LOS D 17 mph LOS E 13 mph LOS F <13 mph Uninterrupted LOS A 1.5 mph above speed limit LOS B 1.5 mph below speed limit LDS C 4.5 mph below speed limit LOS D 7.5 mph below speed limit LOS E 13.5 mph below speed limit LDS F more than 13.5 mph below speed limit For all "uninterrupted" segments containing isolated traffic signals, the travel times were reduced by 25 seconds per signal to account for lost time due to signals. The Marathon and the Stock Island segments are considered "interrupted" flow facilities. Therefore, no adjustments were made to travel times on these segments. The segment limits, the median travel speeds, and the 2011 and the 2012 LOS are presented in Appendix G and shown on Figure 3. The median segment speed ranged from 57.0 mph (LOS A) in the Boca Chico segment to 32.0 mph (LOS B) in the Stock Island segment. The level of service determined from the 2012 travel time data yield the following level of service changes as compared to 2011 data: 2012 — U.S. 1 Arterial Travel Time and Delay Study Monroe County Page 12 N p � ,M rJ M a M t O LL O n L O O c E O U L E d N t O o - CV CV w L� LS7 � L M LL l co �\ i IITP a co co M r cn i� Cb CS tl �'- � z � Cv umski Ln V o m ll ^V m m \ \ tg cn cn a L c ^^,, Q r°ON W rE �d Z LO CV 1' +D C n cn � r C\1 GD cm O O Cu Cv J O \ \ � Cv O O m cc cn � CZD CV ♦ ) W C� C� Lid L�l LS l Lc-) m U U .4 cn mv, LQLn •- Ln r� Ln \ Lr-� co Co co 0 L M M r M M Ln LC7ZA mm -'° UU �I 7ti Ccr N Q Q > m m CED r\ 0 LO LU \ \ F m m oo v K -_ Cn L C7 Cr-) m a N N 4 m ¢ i m m ' iq LC7 U U M (V f \ \ m m I R •, i A N � N �o � <r° �cj � N � C a, g � � � N Ln of � v � N Lc) � � � lD O lD � l0 N � i'`i u-� � � CO � �n Ln N Ln Oi v N � �- of � � N �r lf� `�' N co 4� <1' <I' N Ln � d' N � O c� m m m Q U m c, Q ci c� m a W c� o J m Q c� m m m m m Q c� m m Q c� m m � L Qt �, o O O � � �? O O Ln Ln Q O O O � O O Ln Ln O O � uq o O O p O O Mi Lci � oS � o ti � rl- � O O n O � r\ a) r\ tr W �o W � o) rn O o N N g o, aLi C i C o O O O � L? � O O � � O O O O � O O � � O O � � O O °Q � ai o co N N N N N ^n'� � � � � PI) n � m �m � m rn O d' m g \ •C o a��i J ,� i o � � � � � L i �j o � o, � L � � p m 2 l � � i co m m � m >` m , o 0 0 C cz C .y � p m N a j Q) m m L1 cc g g o = o, z °' Q o � Y i o � c 0 _m � O Q V J � O � NJO ° i iGJZ-S011\ T •l.1Nf100 30HNOW\ -1 Wd 00 :95 :c Z i/ if SOS A [01 LDS L05 C [31 SOS D (0) LOB � (1 ] (-) Sugarloaf (5) (-) Tea Table (18) (-) 7-Mile Br. (12) (-) Duck (15) Compared to last year's (2011) study results, there is level of service changes to four (4) segments —All of which resulted in negative level of service changes. • 7-Mile Bridge segment (12) decreased from LOS `B' to LOS `C' • The Duck segment (15) decreased from LOS `B' to LOS `C' • The Sugarloaf segment (5) decreased from LOS `B' to LDS `C' • The Tea Table segment (18) decreased from LOS `D' to LOS `E' Compared to 2011, the median segment speeds increased in six (6) of the 24 segments ranging between 0.3 mph to 0.47 mph. Eighteen (18) segments experienced a decrease in median speeds, ranging from 0.05 mph to 4.0 mph. The biggest difference in speed change was observed on Segment # 18 (Tea Table MM 77.5 — MM 79.5), which resulted in the LOS change from a `D' to an V. This segment had been at LOS D for the past five years, and reached a critical threshold this year, which may result in a localized moratorium according to county's comprehensive plan. A similar trend could be observed at the adjacent Segment # 17 (L Matecumbe MM 73.0 — MM 77.5), where the LOS remained at D for the past three consecutive years. Detailed summary tables of these measured travel speeds by day, segment, and fourteen -day average are contained in Appendix E. Delay A delay event occurs whenever the speed of the test vehicle fell below 5 mph. The delay event continues until the test vehicle's speed rose to 15 mph. During the study, the observers encountered a total of 135 separate delay events (a 4% decrease compared to the 2011 study). Seven (7) of these delay events totaling 30 minutes and 16 seconds were excluded from the overall travel times and the segment travel times. The excluded delays were caused by nonrecurring events such as accidents and roadside construction. In addition to these seven nonrecurring delay events, 5 drawbridge delay events were also excluded during this year's travel times (22 minutes and 18 seconds). However, the drawbridge delay events are accounted in calculating the overall travel speeds. A detailed listing of the specific sources of delay is included in Appendix H of this report. A summary of the delay data, compared to last year's data, is provided in Table 3. The mean delay per trip is the total delay recorded for a given source divided by the study's 28 one-way trips. The mean delay per trip is found to be 8 minutes and 52 seconds (I minute and 3 seconds increased compared to the 2011 data). 2012 — U.S. I Arterial Travel Time and Delay ,Study Monroe County Page 14 TABLE 3 DELAY DATA SUMMARY AND COMPARISON Delay Source Number of Events 2012 (2011) Total Delay 2012 (2011) Excluded Time 2012 (2011) Mean Delay Per Event 2012 (2011) Mean Delay Per Trip 2012 (2011) Traffic Signals 110 118 01:13:34 00:46:14 00:00:00 00:00:00 0:40 0:24 2:38 1:39 Drawbridges 5 2 00:22:18 00:15:05 00:22:18 00:15:05 4:28 7:32 0:48 0:32 Congestion 13 9 01:06:01 00:08:36 00:00:00 00:00:00 5:05 0:57 2:21 0:18 Left Turns 0 1 00:00:00 00:00:11 00:00:00 00:00:00 0.00 0:11 0.00 0.00 School Related 3 0 00:01:29 00:00:00 00:01:29 00:00:00 0:30 0.00 0.03 0.00 Construction 1 5 00:07:48 00:28:09 00:07:48 00:28:09 7:48 5:38 0:17 1:00 Accidents 3 6 00:20:59 00:49:18 00:20:59 00:49:18 7:00 8:13 0:45 1:45 Total 135 141 03:12:09 02:27:33 00:52:34 01:32:32 1:15 1:03 6:52 5:16 Signal Delays The largest single recurring delay source along U.S. 1 in Monroe County is traffic signals. During the 2012 study 110 (81 %) out of 135 delay events were caused by signals which is 3% lower than the 2011 study. The signal delays however, accounted for 1 hour 13 minutes and 34 seconds (44% of total delays) versus 31 % in 2011. The mean delay per event for signals in segments 5, 7, 139 219 22 and 23 are higher than the LOS C threshold Value of 25 seconds, which is the signal impact discounted in the methodology. The signal on Big Pine Key segment (Segment 10) caused 9 (8%) signal delay events accounting for 12 minutes and 34 seconds, which is higher to last year's total of 4 minutes and 42 seconds. The signals on Marathon segment (Segment 13) were the most significant, causing 34 signal delay events (13 less than last year) accounting for 22 minutes and 51 seconds (31% of the total signal delays), which is almost 3 minutes more than the 2011 signal delays in this segment. The mean delay per event at the Marathon signals was higher than the 25 seconds threshold at 40 seconds. The mean delay per trip was also higher than the 25 seconds threshold at 43 seconds. Accident Delay The accident delays, although nonrecurring, were the second largest nonrecurring delay events after draw bridge delay during the 2012 study. There were 3 accident delays recorded during the 2012 study accounting for 20 minutes and 59 seconds. The accident delays accounted for 11 % of the total delays. The accident delays were excluded from the overall and segment travel time. Turning Vehicles Delay There was no left -turn delay during this year's study; a significant reduction from 2010 study's 17 delays at 6 minutes and 18 seconds. Draw Bridge Delay Since the reconstruction of the Jew Fish Creek Bridge, the bridge across the Snake Creek is the only bridge along the entire length of U.S. 'I in Monroe County that causes drawbridge delays. The Snake Creek Draw Bridge (between Segments 20 and 21 ) created 5 drawbridge related delays during this year's travel time runs, totaling 22 2012 — U.S. I Arterial Travel Time and Delay Study Monroe County Page 15 minutes and 18 seconds. The drawbridge delays were excluded from the segment travel time but included in the overall travel time. Congestion Delay Congestion delays represent the second largest recurring delay events in this year's study. There were thirteen (13) congestion related delay events this year totaling 'I hour 6 minutes and 1 second. The congestion delay events contributed an average of 2 minutes and 21 seconds of delay per trip, which is considerably higher than last year's average congestion delay per trip of 18 seconds. Construction Delay There was (1) construction delay event in this year's study and it accounted for 7 minutes and 48 seconds. This is a decrease from 2011 construction delays accounting for 28 minutes and 9 seconds. The construction delay reduction is partly due to completion of road work in Marathon (Segment'13). Speed Limit The posted speed limits affect both the segment and the overall LOS. For instance, a lower speed limit could benefit a segment's LOS by reducing the difference between the travel speed and the posted speed limit. The reduction in the speed limit, however, negatively impacts the overall LOS because motorists tend to travel at reduced speeds to comply with the speed limits, whereas the overall LOS C threshold is set at 45 mph regardless of the speed limit changes. For these reasons, the posted speed limit is an important component in this study. A large part of the traffic in Monroe County consists of tourist travelers, who generally tend to have a leisurely driving style. The traffic also tends to include a large number of recreational vehicles. Combined with some slow moving heavy vehicles, the travel speeds tend to go below the speed limits when there are no opportunities for faster moving vehicles to pass. Such impacts are evident on 17 of the 24 segments operating below the weighted average posted speed limits as noted in Appendix G; it is a slight decline from last year's data, which had 14 segments operating below the speed limit. Reserve Ca acities The difference between the median speed and the LOS C Standard gives the reserve speed, which in turn can be converted into an estimated reserve capacity of additional traffic volume and corresponding additional development. The median overall speed of 47.0 mph compared to the LOS C standard of 45 mph leaves an overall reserve speed of 2.0 mph. This reserve speed is converted into an estimated number of reserve trips using the following formula: Reserve Volume = Reserve Speed x k x overall Length Trip Length Reserve Volume = 2.0 mph x 1656 daily tri slm h x 112 miles 10 miles Reserve Volume = 37,094 daily trips The estimated reserve capacity is then converted into an estimated capacity for additional residential development, assuming balanced growth of other land uses, and using the following formula: 2012 — U.S. 1 Arterial Travel Time and Delay .Study Monroe County a 1�' Li-j k , ', Page 16 Residential Capacity = Reserve Volume Trip Generation Rate x % Impact on US 1 Residential Capacity = Residential Capacity = 37.094 dailv trips 8 (daily trips 1 unit) x 0.8 5,796 units Applying the formula for reserve volume to each of the 24 segments of U.S. 1 individually gives maximum reserve volumes for all segments totaling 92,568 trips. These individual reserve volumes may be unobtainable, due to the constraint imposed by the overall reserve volume. County regulations and FDOT policy allow segments that fail to meet the LOS C standards to receive an allocation not to exceed five percent below the LOS C standard. The so-called five percent allocations were calculated for such segments as follows: 5% Allocation = medianspeed - 95% of LOS C x 1656 x Len th Trip Length The resulting flexibility will allow a limited amount of additional land development to continue until traffic speeds are measured again next year or until remedial actions are implemented. These segments are candidates for being designated either "backlogged" or "constrained" by FDOT. n 2011, there were 2 segments identified to be functioning below the LOS C threshold - the L. Matecum be (Segment # 17) and the Tea Table (Segment # 18). Based on this year's results, the L. Matecumbe (Segment 17) has decreased its reserve speed and remains at level of service D, and has been for three consecutive years. Special attention should be given to this segment. The Tea Table (Segment # 18) however, has depleted its reserve capacity, including the 5% allocation. According to the adopted methodology to assess level of service on US-1 in the Florida Keys, attached herein (Appendix A), additional development should not take place in the segments where the reserve speed has been depleted. A detailed summary table displaying level of service and reserve capacity values for each segment is contained in Appendix G. 2012 — U.S. l Arterial Travel Time and Delay Study .Monroe County Page 17 7. SUMMARY Following is a summary of the 2012 Travel Time and Delay Study results: a) The traffic volumes have generally increased compared to last year. b) The overall travel speed on U.S. 1 for 2012 is 0.1 mph lower compared to the 2011 overall travel speed. c) Compared to 2011 data, the travel speeds on 18 of the 24 segments have decreased. They are: - Boca Chica (-1.4 mph) -Duck (-0.7 mph) - Big Coppitt (-0.6 mph - L Matecumbe (-0.3 - Saddlebunch (-0.2 mph -Tea Table (-4.0 - Cudjoe (-1.5 mph) - U Matecumbe (-1.1 - Summerland (-1.3 mph) - Windley (-1.4 mph - Ramrod (-0.6 mph) -Tavernier (-0.1 mp - Torch (-0.7 mph) -Cross (-0.3 mph) - Stock Island (-1.8 mph) - Grassy (-0.3 mph) - Boca Chica �-1.4 mph !- Duck �-0.7 mph) - Big Coppitt �-0.8 mph _ - L 11�latecumbe {-0.3 - Saddlebunch �-0.2 mph -Tea Table �-4.0 mp - Cudjoe �-1.5 mph - U_Matecumbe �-1.1 - Summerland mph) - Windley - Ramrod mph -Tavernier �-0.1 mp - Torch �-0.7 mph -Cross {-0.3 mph - 7-Mile Bridge (-1.6 mph) - Sugarloaf (-0.3 mph) mph) mph) h)-- Travel speeds on 8 segments have increased. They are: - Bia Pine (+0.5 mph) _ - Lon (+0.4 mph) - Bahia Honda (+0.1 mph) - Plantation (+0.3 mph) _ - Marathon (+0.3 mph) - Key Largo (+2.3 mph) d) Compared to last year's (2011) study results, there are LOS changes in four of the 24 segments. - Sugarloaf segment (5) decreased from LOS `B' to LOS `C' - 7-Mile Bridge segment (12) decreased from LOS `B' to LOS `C' - Duck segment (15) decreased from LOS `B' to LOS `C' - Tea Table segment (18) decreased from LOS `D' to LOS `E' Segment # 17 (L Matecumbe - MM 73.0 - MM 77.5) has remained at level of service D for the past three years, special attention should be given to this segment. e) There were a total of 135 delay events, 7 of which were excluded due to their non- recurring nature. The delays due to traffic signals were the largest recurring delay - causing event this year. The traffic signals caused 110 delays, totaling 1 hour, 13 minutes and 34 seconds. The signals caused on average a 2 minute 38 seconds delay per trip, which is 59 seconds more compared to 2011. f) Since the reconstruction of the Jew Fish Creek Bridge, the bridge across the Snake Creek is the only bridge along the entire length of U.S. 'I in Monroe County that causes drawbridge delays. The Snake Creek Draw Bridge (between Segments 20 and 21 created 5 drawbridge related delays during this year's travel time runs, totaling 22 minutes and 18 seconds. The drawbridge delays were excluded from the segment travel time but included in the overall travel time. g) The accident delays were the second largest nonrecurring delay accounting for 20 minutes and 59 seconds. The accident delays were excluded from the overall and segment travel times. 2012 - U.S. I Arterial Travel Time and Delay Study Monroe County Page 18 h) The construction delay was significantly reduced when compared to the 2011 study; this reduction of 20 minutes 21 seconds is mainly due to the completion of road work along Marathon (Segment 13). i) There were thirteen (13) congestion related delay events this year totaling 1 hour, 8 minutes and 1 second. The congestion delay events contributed on average 2 minutes and 21 seconds of delay per trip, which is excessively higher when compared to last year's average congestion delay per trip of 18 seconds. j) Segments with reserve speeds of less than or equal to 3 mph should be given particular attention when approving development applications. This year, there are eleven segments of U.S. 1 in this category, four more than last year. - Big Coppitt (MM 9.0 - MM 10.5) -Duck (MM 60.5 - MM 63.0 - Saddlebunch (MM 10.5 - MM 16.5) - L Matecumbe (MM 73.0 - MM 77.5) -Sugarloaf (MM 16.5 - MM 20.5) �- Tea Table (MM 77.5 - MM 79.5) - Big Pine (MM 29.5 - MM 33.0) - U. Matecumbe (MM 79.5 - MM 84.0) - 7-Mile Bridge (MM 40.0 - MM 47.0) T- Windley (84.0 - 86.0) -Grassy (MM 54.0 - MM 60.5) The two contiguous segments in the lower keys - Saddlebunch (MM 10.5 - MM 16.5) and Sugarloaf (MM 16.5 - MM 20.5) has reappeared this year to make the most of lower keys -from Big Coppitt (MM 9.0) to Sugarloaf (MM 20.5) and the Big Pine Key segment (MM 29.5 - MM 33.0) to be within the `area of concern'. Similarly, the Duck Key segment (from MM 60.5 to MM 63.0) has been added this year to make the most of middle keys from Grassy (MM 54.0) to Duck (MM 63.0)) to be within the `area of concern'. Approximately 13 mile segment of upper keys from L. Matecumbe (MM 73.0) to Windley (MM 84.0) continue to stay within the `area of concern'. The most critical segment of all is the Tea Table (MM 79.5 - MM 84.0) that has no reserve volumes left to allow any new development that could impact this segment. Road widening is a typical capacity improvement remedy exercised by most municipalities. In Monroe County, however road widening, specifically along U.S. 1 is restricted by the adopted comprehence plan policies to preserve and protect the fragile ecological conditions. There are other less intrusive remedies could be explored and evaluated to improve the traffic flow and the capacity of U.S. 1, they include: - Identifying strategic locations to add turn lanes. - Conducting speed studies on selected segment of U.S. 1 to confirm the posted speed limits, and correct, if necessary. Consolidating driveways/access points to red uce/minimize friction. Enhancing signal timing at existing signalized intersections along U.S. 1 to improve the traffic flow. Not allowing new signalized intersections along U.S. 1 if there is alternative safe access to accommodate the turning movements exist. - Improving the conditions along the county maintained local streets to minimize U.S. 1 being used as the local street. U.S. 1 is a state maintained roadway. Therefore, any modifications/ improvements to U.S. 1 have to be developed in collaboration with the Florida Department of Transportation. 2012 - U.S. 1 Arterial Travel Time and Delay Study Monroe County LIU Page 19 APPENDIX A DATA COLLECTION METHODOLOGY DATA COLLECTION METHODOLOGY (Previously Approved by Task Force) Calibration of the DMI Prior to beginning the study, the DMI was calibrated over a half -mile course. The calibration procedure set-up by the DMI manufacturer established a calibration factor of 0.582 for the test vehicle, which resulted in measurements within 3 feet of the 5,280-foot distance (0.057%). At this level of accuracy, the DMI would measure the 108 mile distance of U.S. 1 between Stock Island and the Dade County line to within 325 feet, or to within 0.03 mile per hour (mph) of the 45 mph standard for LOS C. Floatinct Car Methocl and Pass na Score The study employed the floating car method, whereby under ideal conditions the test vehicle passes and is passed by an equal number of vehicles (i.e. "goes with the flow"). A passing score was recorded for each segment to document the extent to which this objective was accomplished. Positive scores indicate the number of excess vehicles the test car passed; negative scores indicate the number of excess vehicles that passed the test car; and zero indicates an even balance. The overall passing score consists of the sum of the segment scores. The passing score provided an objective measure of the traffic flow, allowing the driver to adjust the test car speed accordingly. In the event that the traffic flow was higher than the posted speed limit, as ►eras frequently the case in the Dade County and Boca Chica segments, the test car also traveled above the speed limit. Vehicles turning on or off U.S. 1 were omitted from the passing score. Employing the floating car method in two-lane segments was fairly straightforward, where the observers frequently encountered platoons of sufficient size to discourage or prohibit passing. When positioned at the rear or in the middle of a platoon, the observers simply traveled with the pack. When positioned as the lead car, the observers avoided delaying the platoon yet kept the platoon within sight. On two-lane segments the observers occasionally encountered stopped vehicles waiting to turn left, raising the question of whether the test vehicle should leave the lane or paved road surface and pass to the right of the stopped vehicle. When the vehicles ahead of the observers passed to the right of the stopped vehicle, then the observers did also. However, when the test car was the lead car in the platoon, the observers only passed on the right if they could do so without leaving the paved roadway. Within four -lane segments with light congestion, the observers often encountered traffic traveling in the right lane at or below the posted speed limit, while there was little or no traffic in the left lane. Rather than "floating" below the speed limit in the right lane or traveling at the maximum possible speed in the left lane, the observers traveled at the posted speed limit, which resulted in passing score as high as +CIO. Thus, in these cases, a passing score of zero is undesirable, since the corresponding speed would fail to reflect the availability of the vacant passing lane. Within four -lane segments with moderate or heavy congestion, the observers often encountered separate platoons in the right and left lanes, with the left lane typically moving at a faster speed. Rather than continuously changing lanes to achieve a passing score of zero, the test car "floated" in the faster of the two platoons, which also yielded high passing scores. Plnfnnn Ri7p To provide a measure of roadway congestion within each segment, the average number of vehicles traveling in the test car's platoon was recorded, including the test car itself. Within four -lane segments, this number represents the average number of vehicles that traveled in the test car's platoon within the test car's lane. Treatment of Deiay In accordance with the FDOT Manual on Uniform Traffic Studies, the observers began recording delay when the test car's speed fell to 5 mph and terminated the delay event when the test car's speed rose to 15 mph. Each delay entry was identified, in the DMI memory by a sequential code number. The observers recorded the type and location of the delay on a field data sheet. When computing both segments and overall travel times, delays due to typical events such as turning movements, traffic signals, and certain types of congestion ►mere included. Unusual or non -recurring delays, such as construction, accidents, school bus, and emergency vehicles were excluded. Delays due to drawbridge opening were excluded from the segment travel times, but included in the overall travel times. However, regardless of how a particular type of delay was treated in the analysis, all delays of all types were identified and recorded on the field data sheets. Occasionally an external event slowed traffic speeds, but not enough to meet the 5 mph criteria for a formal delay. Highway construction and maintenance activities were the most common example of this borderline situation. The decision of whether to record these events was made on a case -by -case basis in the field. As long as the observers were traveling at speeds within 5 to 10 mph of the posted speed limit and the event occurred over a distance of about a mile or less, the event was not recorded. However, if the activity caused speeds slower than this or when the observers witnessed active interference, such as bulldozers or flagman blocking the traffic, the event was recorded and later excluded from the analysis. A METHODOLOGY TO ASSESS LEVEL -OF -SERVICE ON US-1 IN THE FLORIDA KEYS By Rafael E. De Arazoza Florida Department of Transportation District 9 602 South Miami Avenue Miami, Florida 33130 (306) 377-5910 And Douglas S, McLeod Florida Department of Transportation Mail Station 19 605 Suwannee Street Tallahassee, Florida 32399-0450 (904) 922-0449 For Presentation at the Transportation Research Board Annual Meeting January '1993 R.E. De Arazoza D.S. Macleod ABSTRACT This paper presents the methodology developed to assess level -of -service (LOS) on US-1 in the Florida Keys. Although predominantly an uninterrupted flow two-lane roadway in the Keys, US-'I's uniqueness warrants all alternative LOS evaluation process to that found in the 1986 Highway Capacity Manual. U.S.-'I extends from the Key West to the Florida mainland with no major roads intersecting it. Furthermore, no other principal arterial serves the Keys or the Keys' resident and tourist population, over 100,000. Its unique geography, land use patterns, trip making characteristics presented a challenge in developing and applying a reasonable and acceptable method to assess its LOS. A uniform method was developed to assess LOS on U.S.-1 to cover both its overall arterial length from Key West to the Florida mainland, and 24 roadway segments delineated. The methodology employs average travel speed as the main measure of effectiveness. It was developed from basic criteria and principles contained in Chapters 7 (Rural Multilane Highways), 8 (Rural Two -Lane Highways) and 11 (Urban and Suburban Arterials) of the 1985 Highway Capacity Manual. The results of the study correlate well with perceived operating conditions on US-1 and over a two- year period the methodology appears to have a good level of reliability. The authors recommend that for uninterrupted flow conditions in developed areas, Chapters l and 8 of the Highway Capacity Manual incorporates average travel speed as the main measure of effectiveness to determine LOS. R.E. De Arazoza D.S. MaCleod A METHOD To ASSESS LEVEL -OF -SERVICE ON US-1 IN THE FLORIDA KEYS INTRODUCTION The purpose of this paper is to present the methodology developed by the Monroe County US-1 level -of -service (LOS) Task Force to assess LOS on US-1 (the Overseas Highway) in the Florida Keys (1). The authors are members of the referenced task force. US-1 which is mostly two -lanes, has unique geographic and trip characteristics. It extends through the Florida Keys covering approximately 180 kilometers (112 miles) from the City of Key West to the Florida mainland (Figure 1). There are 48 bridges crossing water for a total length of 35 km (22 mi), with the longest bridge approximately 11 km (7 mi) long. There is no other road, to provide vehicular access to the Florida Keys from the rest of Florida or anywhere else. Few local roads are 5 km (3 mi) in length. Consequently, US-1 serves not only as a regional principal arterial which serves intra as well as interstate travel, but also serves as the local road for most of the trips within the Keys. US-1 Annual average daily traffic (AADT) volumes range from a low of 4700 to a high of 34200. The road serves a large tourist demand and is one of the most scenic in the United States. The linear geography with the narrow land width of most of the Florida Keys are further characteristics. Most of the surrounding land use is rural developed and suburban in nature; however, some areas are totally rural and others are urban, such as the Key West and its suburbs. with the exception of the few completely rural segments and the bridges, strip commercial stores, motels and restaurants are very common throughout the Keys along US-1. Numerous driveways and intersecting local roads provide access to the surrounding residential areas. The US-1 LOS study encompassed approximately 174 km (108 mi) of US-1 from Key West/Stock Island to the Monroe/Dade County Line, broken down as follows: 0 129 km (80 mi) (74%) two-lane uninterrupted flow; 0 32 km (20 mi) (19 %) four -lane uninterrupted flow; and 0 13 km (8 mi) (7%) four -lane urban/suburban interrupted flow. R.E. De Arazoza D.S. Macleod Part of the growth management process in Florida is to assess roadway LOS to determine if roadway facilities meet standards established by state regulations. The Transportation Research Board Special Report 209 Highway Capacity Manual (HCM) (2) is extensively used throughout Florida as the source document to determine highway capacities and LOS. HCM Chapter 7 (Rural Multilane Highways), 8 (Rural Two -Lane Highways) and 11 (Urban and Suburban Arterials) were consulted to determine applicability to the unique conditions and vehicular traffic operations and characteristics of the Florida Keys. Only the 13 km (8 mi) of urban/suburban interrupted flow and the small percentage of the two-lane truly rural portions correlate directly to the HCM Chapters 11 and 8. Thus, the challenge was to develop a methodology to assess arterial LOS along US-1 without deviating from the principles of the HCM. Towards that end a task force was created consisting of representatives from State and local agencies and an engineering consulting firm. R.E. De Arazoza D.S. Macleod THE NEED TO DEVELOP A LOS MEASUREMENT METHOD From a state transportation perspective, the overall operating condition of US-1 is important, not the condition of any smaller segment. With Key West as a major tourist destination at the southern end of the Keys and no alternative routes, the logical analysis section of highway extends from Key best to the mainland. From local transportation and development approval perspectives, shorter segments for analysis are desirable. Chapter 8 of the HCM presents a methodology which applies to typical rural two-lane highways with basically long stretches of roads, and few side intersecting streets and driveways directly connecting to the roads. Chapter 8 methodology relies mainly on "percent time delay" to assess LOS. The HCM further states that "Percent time delay ... is defined as the average percent of time that all vehicles are delayed while traveling in platoons due to inability to pass. Percent time delay is difficult to measure directly in the field. The percent of vehicles traveling at headways less than 5 seconds can be used as a surrogate measure in field studies." Chapter 8 of the HCM also uses average travel speed and capacity utilization as additional measures of effectiveness to assess LOS. However, the HCM states clearly that percent time delay is the primary measure of service quality. Further inspection of the average speeds for level terrain depicted by Table 8-1 of the HCM do not correspond well with the typical operating speeds of US-1 in the Florida Keys. For instance, Table 8-1 shows average speeds ranging from 58 mph (93 kmh) (LOS A) to 45 mph (72 kmh) (LOS D). The overall weighted posted speed limit for US-1 in the Florida Keys is 79.7 kmh (49.5 mph). The overall median operating speeds along US-1 according to the 1991 and 1992 field studies (3, 4 ) were 75.8 and 75.5 kmh (47.7 and 45.9 mph), respectively. The field studies showed, for the most part, the survey vehicle(s) was traveling close to the posted speed limit. R. E. De Arazoza D. S. Macleod It is believed the average motorist in the Florida Keys is mostly concerned with operating at an acceptable average travel speed rather than being concerned about the ability to pass. This is supported by the physical and traffic characteristics of the Keys (e.g., adjacent land development, sight seeing tourists), local knowledge, and discussions with motorists. From the above statements, it was clear to the task team that HCM Chapter 8 methodology could not be applied to US-1 for analysis of its two-lane sections. With regards to the four -lane uninterrupted flow portions of US-1, a similar dilemma occurred. HCM Chapter 7 methodology applies to multi -lane highways with operating characteristics generally unlike those of US-1 through the Florida Keys. For instance, average travel speeds depicted by Table 7-1 of the HCM are also higher than those encountered in the Keys. Further, the methodology inherent in equations (7-1), (7-2) and (7-3)are closely related to those of freeways with their higher service flow rates, which again neither simulate nor resemble those of US-1 in the Keys. The Four - lane portion is found mostly in Key Largo (the northeastern end of the Keys) which has a weighted posted speed limit of 72.5 kmh (45 mph). Key largo is developed with strip commercial and residential development. It has numerous driveway connections and side streets directly accessing US-1. The remaining 7% of the total US-1 mileage is four -lane interrupted flow. These are the portions encompassing Marathon (in the middle of the Keys) and Stock Island (near Key West). The operating characteristics here are truly urban/suburban and interrupted flow in nature resembling those of HCM Chapter 11. Thus, the methodology of Chapter 11 was employed in assessing LOS on these segments. From the preceding discussion, it was evident that a distinct method to assess LOS on US-1 had to be developed. The task team's efforts concentrated on keeping consistency with the basic philosophy of the HCM, and yet be sensitive to the Keys uniqueness. Thus, the proposed methodology correlates measured travel speeds along US-1 with LOS speed thresholds developed as part of this study. This is in line with the concept behind the HCM of average travel speed being the main parameter to measure arterial LOS. R. E. De Arazoza D. S. Macleod METHODOLOGY Considering the types of trips served by US-1, it was decided to conduct travel time and delay runs to cover both the entire length of US-1 from Key lest to the Monroe/Dade County Line (mainland) and for each segment of the highway along the way. Twenty-four segments were selected as depicted by Table 1. Each segment is fairly homogeneous in nature having a uniform roadway cross section and traffic flow. Travel speeds for the overall length (from Key best to the mainland) provide an indication of the LOS for the regional trips. Travel speeds for each segment also provides an opportunity to assess the impact of local trips. Establishing speed criteria for both the overall length and for each roadway segment satisfies the requirements of the Florida growth management process. The next step in the process was to determine the number of travel time runs and how, when and to/from where. Runs were started at both ends of US-1. For example, one run started on Stock Island (Key Test City limits) and proceeded to the mainland (Dade County). After reaching this point, the vehicle turned back and proceeded to end the run where it started, on Stock Island. On another day the reverse was true (i.e., the run started in Dade County instead of Stock Island). It was decided to perform a total of fourteen two-way runs or twenty-eight in each direction covering the 174 km (108 mi) study portion of US-1. Twenty-eight runs provide enough data for statistical significance. Control points were established at each of the 24 segments to record travel time and speed data specific to each one of those segments. Seven runs were started at Stock Island and seven in Dade County. Each began at staggered hours to cover the varied trip purposes and time frames within the Keys. The surveys were conducted during March, reflecting the area's peak traffic season. For each run the process provided data, such as running speed and travel speed, in each direction of US-1. Vehicular traffic counts were also collected at three locations covering seven days. The travel time runs yielded a total of 28 one-way travel speed values for the overall length of US-1 and for each of the 24 segments. The value selected for analysis was the median speed which would reflect a "typical peak period during the peak season." In other developed parts of Florida the typical peak hour of the peak season approximates the 1 ooth highest hour of the year (5). R. E. De Arazoza D. S. Macleod The median value was also selected, instead of the average, to avoid the influence of extremely high or low speed value at either end of the survey population. The process up to this point provided median travel speeds. The question then became, what LOS do these speeds represent. The next step was to develop a set of LOS/Speed threshold values for both the overall length of US-1 and the pertinent segments of the highway. Towards this end, the speed ratios between LOS thresholds from Tables 7-1, 8-1 and 11-1 of the HCM were used in the analysis. These ratios were weighted against actual mileage of US -'I in the Florida Keys to represent the prevailing type of flow; two-lane uninterrupted flow, four -lane uninterrupted flow and four -lane interrupted flow. For example, from the level terrain portion of HCM Table 8-1, the ratio between LOS B speed and LOS A speed is 55/58 = 0.948. The ratio between LOS C/LOS A = 52158 = 0.897; the ratio between Los D/LOS A = 50158 = 0.862 and so on. The same process was applied to Tables 7-1 (96.6 kmh) (60 mph) and 11-1. Then each ratio was weighted to take into account the length of the section of US-1 to which that type of traffic flow applied. once all the ratios were developed, the weight criteria was applied as in the following example: TYPE OF FLOW LOS C/LOS A RATIO WEIGHT Two-lane uninterrupted Four -lane uninterrupted Four -lane interrupted 52/58 = 0.897 74 44/50 = 0.880 19 22/35 = 0.629 07 Therefore, the overall speed ratio between LOS C and LOS A is: [74(0.897)+19(0.880)+7(0.629)]+1 00=0.875 The above process was applied to develop all the required ratios. Further observations with reference to Tables 8-1, 7-1 and 11-1 yielded the following. From Table 8-1 the difference between LOS A and LOS B speeds is 4.8 kmh (3 mph), or 4.8 kmh (3 mph) above an assumed posted speed limit of 88 kmh (55 mph). From Tables 7-1 and 11-1 the differences are 3.2 kmh and 11.3 kmh (2 mph and 7 mph), respectively, with LOS lower than assumed speed limits. Therefore, from these observations plus local knowledge, it was determined that the overall US-1 Posted speed limit is 79.7 kmh (49.5 mph) reasonably fell between the LOS A and B thresholds. This R. E. De Arazoza D. S. Macleod assumption is not far away from the premise that if a vehicle is able to sustain a travel speed equal to the posted speed limit, then it will correspond typically with the upper ranges of LOS (i.e., LOS A or B). With the above speed differentials and LOS range premise in mind, the US-1 overall speed thresholds for LOS A and B became 82.1 kmh (51 mph) (2.4 kmh (1.5 mph) above 79.7 kmh (49-5) and 77.3 kmh (48 mph), respectively. Applying the developed ratio between LOS C/LOS A to the LOS A speed resulted in 72.5 kmh (45 mph), rounded off (i.e., 0.875 x 82.1 kmh (51 mph) = 71.8 kmh (44.6 mph)), which then became the threshold for LOS C. After applying all the ratios the overall LOS criteria for US-1 became: LOS Screed A z 82 kmh (51 mph) B z 77 kmh (48 mph) C z 72 kmh (45 mph) D z 68 kmh (42 mph) E z 58 kmh (36 mph) F < 58 kmh (36 mph) Inspection of the criteria above indicates a close relationship with the speed differentials of both Tables 8-1 and 7-1 of the HCM. Comparing the median speed data for US-1 from the 1991 and 1992 field studies to the above criteria resulted in an overall LOS of C for both years, i.e., 76.8 kmh (47.7 mph) for 1991 and 75.5 kmh (46.9 mph) for 1992. These speeds are 2.9 kmh (1.8 mph) and 4.2 kmh (2.6 mph) below the overall weighted 79.7 kmh (49.5 mph) speed limit, which would correspond to the upper range of LOS C. The authors also believe that LOS C is the appropriate LOS designation for the whole of US-1 from Key West to the mainland. A final step was still needed to complete the task of developing LOS/Speed threshold values for the segments of US-1. No further work was needed to cover the 7% mileage of the interrupted portions of US-1 found on Marathon and Stock Island, adjacent to Key West. As discussed earlier, these segments correlate with Chapter 11 of the HCM. Therefore, direct application of Table 11-1 LOS/speed criteria for a Class I arterial was made. R. E. De Arazoza D. S. MaCleod The remaining segments fell within the two-lane and four lane uninterrupted flow criteria. It was decided to make LOS A speed criterion 2.4 kmh (1.5 mph) above the weighted posted speed limit in order to keep consistency with the overall criteria. LOS C speed was set 9.7 kmh (8 mph) below LOS A speed consistent with Tables 7-1 and 8-1 of the HCM. LOS B and D speed criteria were set to provide equal increments between LOS A and LOS D (i.e., LOS B 4.8 kmh (3 mph) below LOS A speed and LOS D 4.8 kmh (3 mph) below LOS C speed). LOS E was set 9.7 kmh (8 mph) below the LOS D Speed. This makes the segmental speed differential between LOS thresholds consistent with the differentials in the overall criteria, except for one consideration. On any segment, intersection delay would be deducted from the segment's travel time to account for the influence of that signal on the segment (i.e., signal delay = 1.0 x 15 seconds average stopped delay). This corresponds to an LDS C delay due to isolated signals. LDS C delay was chosen because LOS C is the state LOS standard for US-1 in the Florida Keys. The rationale behind deducting signal delay from the segment analysis was to recognize for the impact of signals in reducing travel time. This provides the required sensitivity in the segment which is not only to assess the impact of regional vehicular trips, but also those that are local in nature. The following illustrates the concept plus one example for the US-1 Segmental LOS/speed relationship. 0 The uninterrupted flow segment criteria are: LOS SPEED A >_ 2.4 kmh (1.5 mph) above the posted speed limit B z 4.8 kmh (3.0 mph) below LOS A C z 9.7 kmh (6.0 mph) below LOS A D >_ 14.5 kmh (9.0 mph) below LOS A E z 24 kmh (15.0 mph) below LOS A F < 24 kmh (15.0 mph) below LOS A o A segment having a weighted posted speed limit of 72 kmh (46 mph) would then have this criteria: LOS SPEED A z 74.9 kmh (46.5 mph) B z 70.0 kmh (43.5 mph) C z 65.2 kmh (40.5 mph) D z 60.4 kmh (37.5 mph) E z 50.7 kmh (31 .5 mph) F < 50.7 kmh (31.5 mph) R. E. De Arazoza D. S. Macleod o The LOS/Speed criteria for interrupted flow segments (marathon and Stock Island) are based directly on a Class I arterial from Table 11-1 of the HCM. LOS SPEED A z 56.4 kmh (35 mph) B z 45.1 kmh (28 mph) C z 35.4 kmh (22 mph) D z 27.4 kmh (17 mph) E z 20.9 kmh (13 mph) F < 20.9 kmh (13 mph) Speed data from both the overall length of US-1 and the individual segments were compared against the applicable LOS/speed thresholds. This provided for an assessment of the facility LOS plus an indication of reserve speed, if any. Under Florida's and Monroe County's growth management process if the overall LOS for US-1 fell below the LOS C standard, then no additional land development would be allowed to proceed in the Florida Keys. Unless the proposed new development traffic impact were mitigated. If the overall LOS for US-1 was C or better, then additional development could take place in those segments where there was reserve speed available (i.e., segment's speed was higher than the standard threshold). Besides meeting highway LOS standards there are numerous other considerations in Florida's growth management process pertaining to the Florida Keys that are beyond the scope of this paper. As mentioned in the introduction, the purpose of this study was to present the methodology to assess LOS on US-1. APPENDIX B TRAVEL TIME DELAY DATA v CD 3 CD cav 0 C 7 UJ� X C CD sZ 3 CD r r m sv C m 3 CD N WIS 0 V 0 v 0 v 0 00 0 4 F*071 0 C7�D��. MMx Mcr�_ 7 � W 0 X C� r _ iCCDD aro Cr(Ovn a X D CD -14 �,1 a � 0 � � � co 00 V N N N N N s 1- 'll 44, to N 0 1 co co V c p0000000OIC V N N s .�► � V v CA .1h. W W w po rs 7) N C.n -4 -I CD � s co c Q-Lw00K)w:-kc M V Cn M N O W 0 0 L �oo�'voo0v0c o o v v o v o v c svo-1oovo'v 0 C70 v V N Cn W C±� D4s, K) C7 N W o 1 c CflNCD44,rUV VY�Oc Iuvv0MWV V VC N 0a N 0 V 0 0 W C 4 Ln N S W 0 V CO W C 00WoV"Ln " 4 -4 o � � CO"-4 c co ivoo'v-4 i�-IN,c o N� cn cn O W N oD O V W V 0 M Ln W 1 r 44, Ln Ln 40k, 44, 4h. 44, 4 L" 1 co co Ln 00 00 Cn 4 -N N 1 N (D OD 4 Cl 0 V N N o v�cs� VvvovCa+ cnn v v o v v o y a s CD s 0-4-4 z-fm wrj: �7"� .0 o o -0 M 0 0 II II a ?I[I�o�o; " C 0,, 0 T� 30�� ��,�w 3w0 cn m ro 0 7- 0 cn' s� _ =�ooODcw �cv s('y � E II -p C7 II z�� N� � p --j-I m v 2--1�2�p . m a c -, p) 0 ty CD }�0 3 �pp� �sv DoOM�� o II Ii ° m C �] i ��m�Xm v v 0 �•CD vo �` m m C7 r;n C7 4 0 � au v0z� lam 11 I @@ I1 cn a . . RON% �� cn o o Iica CD zm ccn II 3 . . pCD U7 W N 0 CD W V 0 Cn 4 W 11 CL II Q) W � C V] ava00o000000000Ca0 �� O W 55@ -,1 - 00� z 0 00000000v00 �ivoI. j' Cj. ivi�ti�av6r iI 3 c P o0C)o s CD N W 0 w 0 W 0 Ul OD Cr) 0 s s IV s N Ca II CD -0 -0 P. `C �i O ] Cn 0 fV IV C>n n CD V o w Cn N a7 Cn Cn 0 W 00 O II II ro cr ]I s II c I N : 1 CL v v 0 0 v 0 v v v 010 v 0 v v v �vv0vvo00v00v00a0 II �co o v v a CDv o o v o v v a o v i N -4CD -4 V� N N W N Cn 0�� N CDII i1 3 3 CD Ul C7 -PL W N Cn N 4• v CA v Ln 1 o h N) R) V W W W W 044, V W N Ln 00 v II CD II r-r II I I x II =! r? 3 cDm II CL II � o❑ o; vc CD CD M wn Cr c Cr f? Cn cn .p w N N N N s ID 0 O 0 N 0 w 0 W s w 0 N 0 Lh �� I j II � m -- { a CO ❑owcoa)OD'oo�wooDNCaCn•v� s w o 0 w W N V 0 W 0 s W N N CD a 0 M W -40 a 0 N -4W 0 0 N IV O II C II CD �• I N z i @ 0 I I `` Cn Cn p cn U2 3 3 m 0-0 yr " C) w ❑ N rn -40 -I W"" N N W Cn -� W -� 'co I I� CD )DO4h,IVODv4b,vCA) "LnCDVcn1v .I Ul N V O Cn -L Ln C7 N4h� V W v N C7 II 0 II CD J-A40h W 0 N Cll 0 00 C]•I 406 4_rk W O N o II II I f: l �� ❑ m II N X II r-r 0 Ik C II n CD II CD O. II II II I 0 0 X y G)cn IIcl) 1 CCDD II II II II .n Cn Cn � Cn Cn 4 � Cn � Cn � Cn 4 Un N A) U7 � O -N V 1 CO -�► � N 0) C7 ❑D Cn CO a w c0 II N C II CD O. M CD p —I 0 ww co CD I � 0 � 4 � � F1 Cn bD to --� W Ca 0 C37 Ln O O 0 Cn s W IICO e^F D c' I I I �r0//�� 1 � CL 0. 11 �T o°' II �• 0 D CD Ln -4 CD 00 Ln -4 -4W 0 0 O , II = II m Cl) 0 I I -n p II D II j 0<033ccnm -I F Cn to (n CD II CD II II II II II �C pmW0 n c 0 0 II (n CD CO 2 F v v a ii CD CO OU � ? o a a 0 o v 0 Iiu3 II`< � �No C 13 K� � N CA) rn 0 II r*• II CD C II co _=r 0 N I V N II CO II f Z 4 0 m CD 3 w a CD 0 C N C CL CD a 3 CD 0 m r r j 3 w cn C 1 CD CD N i I m r , r � � ato ; CD, z ti L N v r� oa a) 0 v 0 0 N OD OD ,O v Dia 3v z Om M', II� N N ONO 6 Ln W 0 2 a N CNn 4 0 v 4 0 Oo j 14a 00000 N N N C *4 o00Ov 000o 0 a6o0v Cn W IV W N tircn�.p �0C�o(o o a) �y i co O .�+ N) 4 h CD CC) 0o 07 C (n cn jWCn-40 niJW0 C 0 0 Oo �1 N O LTt W co w D7 W N C cn O s 00 0 =9. 0 0 0 3 0 0= 0 0+ � 4 C Q•�cvCo 0•m•°�= CD3 Er = 0 c o � 0) C 0 co co �,�croir 3 1 0 �N m 0 X�rn 0-Q v v —1� ov -h o -� co =r " -1 v� w W N a CA) 4 0 C7 406 w m W C I O O CD w W:-L 00 11 ukC :- �'lw a�loIv1otolol liCD yI- a D r--• r r V G 0t A D v D D V 1 Cn 0 [.D iv 00 0 O CA) 0 0 c --4L I OD DoJ n co �w :�0 D Cl 1 CIo�N 0CD0 c "o cn tp i N•� N o�-4 CD 010 cn "co Rom? W CD �c D C Dc c a Do�l-1m0046 4_:N 4 r)r ACF) 4 I CD W 4 CO -I CE -1 o CD M -4 o wW Cno 4N)0CoCnc LC) Q] 0 r IC7 -! 4 O CM 4�- o ( a) •1 o N) CD -x w 0O 0) c ODR]4(3)OD4N) M-4vooi -A. -I --L C?t �1 00 W IU a) 0) � IV c W a7 00 1V W W W-L CA �_pk O I 'Cn co -9k Cn al -N I -N � #L 4 � i -N 0 W w 00 Co rV W CA �CDCAOCP :0,CDCD CDO�OD i i �n�co4w4cn4 wwmmco 0 � -n c/) p 0 ;a -Z � II > 030 - >;.< 0,10�=�y=�a! E7 > ii S. I-���mC- ! rn a II mmmnXm r X to II 11 cn ❑ @a °z �a nn v ❑ 0 cn c � z m o II -< m 11 m ov j I I 11 II C7 0 cn o ova C) ii -3 3 00C c �c G70 D4�L0 11 11 (D CA) :3 Iwo ii _�� cr �CDo a ; j �vv �c CD D [7 F)�0 11 CD 3 II �W0 m II 11 x II 0 � 11 CD o- II 00 v II pc °�-'� m J s II W C II � CD --� N �• ❑ 00 O �VD oo 11 Ii m �N z I I t - 0 Cn v cn 11 CCD a j 3 3 m s Ii nwo jaoo II 0 CD CD J0~O0 11 Ii xo j aL II Q 9, II 1 II 1 0vXcn cn II 0 per, '-0 � Co I1�<3 r � ip 0co �0)� ' 1 P W 0 CD II � rF F O CD Cr 0 I I I ct Cl 3 11 vc� II cn "O m ro w a II N• � m CD 0 11 n v 0 Cl) 11 ❑ v ►� v > m cn o m �7Covcn�y 11� m I I CD FD7 11 11 11 11 cp 0300 11 ra II co M [�] O II rl CD � I rt n � it 3CD N 0 rt C Q 6 II C °' n• m 11mo w� II o I ° 40( ) m I ma 5 CP I C F v 1 ? r 3 ac CD ;o a N 0 CD 0 c N I X c CL ti CD IV P 3 W ca Q Nv� m w (P W o r r N CD 0 m Cp C c 3 cu V� 9 N W 0 ❑��-��t7r�0 ;rl �,r-z�mc 7 Cn caCD W :3 :3 E3 0 o w w z� -0 i3 SEFCD Cl) (D CD CD 0 0 = cv 0° rn v — ca 3 ov ov =r v D o.a�c�a ovrov0 V]�pao o o -;, pv � C7 D a vv co W � =r I -Al v c 000 P IUD c n- �c �L 0�Nl—lc W s i o v c 7 o cm C ��acnc � v � o c n�v�0o.oicc � o � n v � 3coI � 0 ��w1u4 o � D 00 v c D o c V w c V N � �e II ���03 oo�7� i__ 0co 0 0 ii t����❑tea .. '?N 0 0—_ II n ❑�m0 I -1.�M< 5 ov a 0 ii ' o ��!���m ` CD , � -1 oQ � i ` m m I 70a aECI II 0( �.. -i l y z ❑ Z i INI 00CC) ODwvv.iCr) CnCn 4wNNNN-L-� DO M13 (n V --L CO Cn W OD cD Q3 cD N Ln 00 Cn W " OD 07 o, IV W Cn �l 6 W DO O w cD Qi O Oo -4 W 0 Op N 3] .P CD GO N (D 0)00 -L a7 TI -! O IV o CA Cn N 00 A N 11 Y W N, CD 11 CDLn -40) OD 4(0 CD W cD w s s pop W d7 I�7 00 Ln s N44, W N O -I 0 -I w N N N N co op •IV op v 11 W iV 4h, 00 as '4 0 44, o w iV 0 w a7 cD N 4 Cn Cn o N W •I -! 4� 11 0 4 -& cn o N 4-4 w 4� cn 4 w cn w N op 40L 100 w 00 00 4 0 0 oa 4%, 0) 1 W b 4 v 0 N CD Cn Cn 0 Cn Cn -N cn 4n 0 W s 00 :D, Cn 6 CD s N I cncn(Dop-4oCn100i cD 1 C„ ❑ ❑ .. Z m II (D3 cn 0 -< . . f II,m 00.E a I II II :3.oQ-no G7 . � A c: cl] " CL :1 0 D00ov 0 0 0 ii =i3 00v�'c Z p po p N O V O I I N� coN coN 0 C CD p II C a �0000 .vvv.. ii coo � o n N 0 � 0 � 0 o ca II v a CD CD i i p Op 0 m I 0 CDa CD II I o v v l CD CD M a Z .A) C." 1 0 II im �� � C(D � `�• o owwCNA0 0 11 cco @N @ Z 1 s .n t � C/ 3 m CD cn�w�v II � m � • C-n 00 moo II 4CD00Lnno 11 II I i x I II9(aD vI II G) co cn C/) v II II II II II 4 Cn s III c� co CD (D CD 00 ;u s W •p N I II II m =3�- cO nCD Cr In co r � c3 ca :3 �� �m� i CD 0 m -I 00 C I pp II II I ❑ I I -••1 II (Dca II 11 11 11� � >mcnn nvoy CO a Il�m �Cnv N II C cp II N w C7• n N 0 t a fl II I 0 CD N CD cl c V1 • X C CD a ,I r-r CD Q m r- r N m cn C 3 I v� !L cn Am o snm --I 3 1 7 N C) y C) o=r cD �u a DQ v - CD � OU l a y Od 0 cn 49 rrr } 0 � �60 o1 0 � a II II 2-I>-n (n a 0 X CA❑I ch <� C7 ��� m,* �ou0 QE vo C: > C: > II �•�- �v - --ImC� I m�m " � s � s � � � s -x IV IV P Ph, cnv•Ioo(ooN0-Nm0--1w coal+ V N N N N O O o O v O O O o 0 0 C k3K3 '0' 6, 64U)Nsa6 666r 10Ln sCo 0W-40N0WWWW �cn c hcnv cns Liscncno'Ku N - G CD (Ln S 0)N 0) D7 s O a7 N -4 O N C �00000000vov000000c �000000o0oovv0000vc �voo;000v�ao�oa c 3] cn w N P N M -I 11 N -1 W A N [n N N c Jtic]1iu WK]Oso6-�-��W G3CJtiN 00 a7 C)0 N W� Cb -1 0� W 0 O W C30 —& 1 -" s " — N N.. s O C ivy-lcn00c WNWL-46b w"acoN406c Oo000WCnOac cI-.&Iwi-LICnIWINIr I I MIO�INIc011 F�I�IWIr v 0 o ]�I00Ul4 tiumwWoornro- c WiDGW40�[D :-4 1 bf� :-1 M Co -I N -4 4 -L Ln Ili N w � h3 07 N co Cn IV 4�L 07 bo 4 N 00 � Cn O 00 CD co NJ D7 4 W •01 I N- .4- W to .p M�� 4 04h, w 0 0 W�� 0 4 0 Cn N 0 0 0 --1 0 -1 ca-s :-4:P,LJo)4:N 4a��1w�l cnooivcfl s'� . WOvco0.l000 Isim i -J,I40-,I-'-'kI o[ a ca ii -- I mm•• C7�n 0 0 v ❑ 91 ❑ N z II 3 m zo cn -� CU CD � II :3 It m Ap o JNNN�• J W Cn jj Q IL IM I N..►-n 0 (D G)C cn II 0 CL Ci1 CJ� s ]0000 �M �c pp (`/) r 0 + a G7IV.O �olv�ollCD II �•C D ow= �� � 3�0000 11 C ��N� Q p ] N ]povo I I II cn a �0C)00 Ii 3• D ]W--4-PhLO II cD N ♦ N � 0 11 � s 0 v v v 11 �--F (I €r x I II o CI 3 c M II a II c oo I mco Ej 'NNE Q] Q w'00 O II c II 7 iD a LC� —I 0 aOODo cnN R7 0 R] O 11 c IV)N• Z I II [D w ai 0( 33 mC 1I CO t 1 )o rn a) c►J v a 3 CD -C Oo �6 W i) co oo co o 0 11 0 14 CD sNOoNO II I I II x GI o II�a I II c!] - -� 9p cn c11 ii 11 11 II II J1 * CA En CA 0) @CD I CD rn r ❑CD w ca ;v .n co F I i 11acv= 3c��CD II �. M. = R i s -v I, cn I, :3 CD P.� rr �I CD - � I T J1 Co o CO ` �I o I ' m co I I 0 I I ❑ �� v >mcnom c < 03 C/) corn CD 11 CD) 11 11 II II I r 3 00 0 m It cn moocn o L CD „ o� M� oat 0f _. C 00 i I N Ii C/) v0 rn to N• ... i 0 I 1 [D O 1 O II v cn m 3 CA v v c k 0 C CD a 0 3 N C m F- F- r- 3 � cn C m 3 CD ( v v 0 ti cn it �t XI i' ti D� co 00 v cb v cn 7 0 c iD i COn c ICL CD t W N N � 00 0 � N 00 1 Ln 010 0 N 66 W W 0 0 ti 0 N co N W O W L• A IC Dv � z. � �v�c � �] (DDl� i tiW'1 1WV a o C) v 000 N i 0pk' 0 00 :)v 7)0 N )0 -4 �o A N 3 1 Co 00 -4 C c.n P -4 bD1 U1 0) N t -4 C v c a 0 0 c [C.n c W 4 r o o c C' I 3 C cn I N w C �' ai0d o C cn o �- :7 WIC C6 n [n O I: 3 v v c v v c N y J 0 00) r s �a i � 1 n cc oo� o 0 000 0 0 00 � v o ►1 C7 O �rrr MH"01 a o � v C)I IV N Cn N 1 Lem- *3 ! v o v o N W CO Cil -I O Cn [n 46140L W N IV N N,s s W 00 w 0 0 " Cn 1 00 to W i 00 Cb G7 00 O W iD 0) 'OD 00 4! 6 W O 00 IV owl �Q7r�0cn-10010WWW CC) N O) 11 D? V W ro N N nj l W :A M o m iQ w o w v W IQ CA co �L 4�%, (A) 0 I b W CO D N W N C]1 )0io0o1vvv� ►L.o i ME 0)Icn WIN) N W1 Un - 000 c IV 4 [n 0 44L 40L 4 ' -P -[�L ' 40L Cn a R] N 4] 00 -P 4 co rV c CO LTA s CA -I -1 W •A 00o00cDCDcnrn- 4 � ii > -�`C w> 2 ;o> X D C)O II �•� m< 3 CO II❑ m2aMm mm 0cho 11 nn o z { 1 cn 0 . . c I o II I z 3 z cn o r D ii m .moo. �• � ii a II i vim, �c�) UG)ccn .! , C 3 0 -� v I I ii m O O `c C 0 -a -0 w PO Il W`'C 6 C IIcn a '� CD II 1 �ca 3 ,o CD it m CD II I x i 11 '1 n 3a � ca a I1 a vo m; II II Dc `c`C Z i C7 11 a) C cr M CD —I 0 II CDcCp � cn Z f3 11 0c j 33 mr UO 3 s C I11 I ll �3DCD N,CD 11 II II I i II Ca m �c 0 CD 11 ma i II � C7 C7 � 7l7 r E W II m I II 1 II rl 'a m co ii < 3 I .._I r 0 W o rn i i aCD ccCD cc CD Cr0 I C)CDCy II m II N �'�0 m� I C/) I II 0 1 -n � II v I 0Ccomm I I 11 CDCD II II II rl E > m cn o II 0 C�7 � cn I CD 11 M 0 ! r-4- 0 `pro I �cno II I = II Cn w C 0 U) II 0 C t F I I I cc• II Y 0 m cn co m N w CL 0 C N• k I C CD CL 3 CD Q r r � m C 3 o �n I p v4=vvm C o wso l cn m � � s � w0 =r 0 =r rr- CD CL g � C7 :3 ZP CL a ovvvvvc v to NNNNNNh�.N j N o y es Cn N co Cn Co m W 0 LM -s Cn ovvOOvvvv N0vvoavv0 N600v666om vW-LM4�Lwwc. ca666.�L6i�o N -4 s Ln 4�6 4�6 4 M s Co NWOOQ0L" L �"wCnC Oo Cn -P Dw Cn pOD.- W to W NNN �.bo6:-4io6i�c� 0,W co CD --4 --4 (A � 0 a3 w o 0 co O 0 v a' v{ CL ; (D v N Ln [Jl CO N v D 'vUl s I D I v� � 0ND 14 W 30� t7 u� 0 r =gym 3 D—C ov "�vIca)) L �o�v D N � Co I Co OD R+sl -1 O La7 cr) w0) N)0WW co cn 4 w CD w 46 W -A •r OD � N cn W corn ? 4 1 -410) w��QyNcfl L �OODN�mC70 W ooDocn�IoD 119" &Iw �F cr t CD oa t oI o-C 0 N c 7p�, 1 Ln DD :I I NCnLn- Cn I Co - �W[nPk. W4- Cn4h.v00Ni I I v I y I --4 loICO I 'o I 'o I 0' t 'o I 0' I ODIolo1 W I o I o I --J I 'o lot o r w y c ( r Vf cn vv v v N N CJi --! k IODI1 � r a � < Cl)C ii TO =�>=�a ?D3 rc LCL m a II � I I "� �0 -injmC� ; 1 �] ii mmmo�m j a II I @@ -� 1 I00 Z 0 0 z II DN � c 0 z m o cn II 3 � r co TO CD II II m I 70 I Xo 3NNN JCA) 4Cn ii a II I � 1 N�Da) ro +)cn 3�vvoo II C �Oa� CO cwrv�o v j Pk 0 ii 3 II CD 00%< o y w 0co < � I w`� cr CD 1 0 ' �vvv0 I I II a �fl) �v �oo.l�v v m 3v o �cWncvn�v � x I II • o 3a I I I m II C. I CD CF Z rnowo II N C 11 � CD CL (D 0 Cco00 wo°ND0 CD II ii 11 m 3• z @ O II I ' �A C.n CD ii�� ma �� -s 0) 3 )D 0) W 71CD COPJOD6 0 II w II � co WND II r+ k 11 x II n 11 � a �C k11 11 II 0 +) C/) I II W N II II II II II P �cncn D 11 " �1 i�-0 @co N C 3 �I C70� zN i 0 W ��,' � nbobooD II Cl i m �•rt II I �p_�C II II cn I (D N k II N. II `D D — m s Dvov k II C Cl) 1 II o 11 0 o m j o<ouch II CD CD II II II 11 11 11 m cn � o 0 3 00 CD Co a -1 m CO o N W n II (D iv 3 :3 cn o 'c 0 m cc CD 0 C 7 X C ro Q 3 CD 0 m r r N C 3 CD c 01 m s EEL I0 v W D 0 3r CD 3 ' 0 L� CD 0 a k k 0 0 Cn 0 m 0 a cl ;v r.+ a- a CD = OQ vo °cD° � bra n (7 � a ou�@ w C 0 a M 0 3 a s e.Q a @ tr a Dv rV oQ a Z pa � o, � co v " zI i 1;3)1"I-I"I(-OilI0--.DlIy1-ICI-IWIN1sIoIcoI00IyIcoIcnI4IWINl- v o 0 0 0 0 0010 0 0 0 0 0 0 0 0 0 0 0 0 0 c IV rV � s""� - -t -t -A o v v 0 a 0 v o v v.0 c voir���wwm0 WW IN NN -L-L voc 00 0 v N 0 W 0 .A W v W CD o 00 Ur N co .p 00 0) 1 r A W Ln n�oowcr�ii� �o4NNwr% opo C7o 00 W Cn N N W C F) s D3 s s c0 on 4�k 0� 4 co { 0 0 C) 0 0 0 0 0 0 0 C) 0 0 0 0 0 0 o v 0 0 o ( v 0 C) 0 0 0 0 0 0 0 C) v o 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 1 0 0�i 0 66 0 0 0 0 0 0 0 o c 00CDvN•IN00W-4s-100wNWNW00 44,r ry 4+ 6 4" w N� o� 4L w_i" N o i:_i v N in o f v M W W o 0-4 cn 0 -1 W cn 0 N�-AL W N 0 W W W c sj I O O CD W W -I 11 V 0 M M 0-06 W N N N N s s OD N 0 -4 0 Ul W W 0 M O N , OD 0 W� OD 0 N 0 Cn - cnw�4o�:la� 664h-6:I�oo caoo0cww 0- 0 N w N co 0 Oo N 0 N 0 CD 00 0) " w w r N co N co M v 0 0 0 Cyr " Cn WI CTti 0 W 0 00 W- 0 0 00 Cn -p N •h, CD N 0 -I 0 -I W N N N N w 0 s W- N -" 1-116 -11,-p � W 0 L.n 0 W 0 ' Cn W 0 � -p -IL I"� [;t I W [D W s 4 4 Co Ln W N 11 W'-L W N M .4 -I --4 4 W W I .A W CDN CJ� to 0 [D CD I W � � N � CO --4 -N � 0 - o�cD�v�v�i :IvisIwISlalolv1cololvl+ 0 II �--io 0w 1 Z> mch> � y II -0-o o m v i>0. ii �C) ' mmmn�m v @ @Z i �1 i 00 v z II (D I 3 C:o I Z m Il .CZi,) -C CD 11 m 03 i D 11 CLLn I I II ��C N RUC] Yv C) .. 0) 11 ^!3 ova o n0 II ii Er i C N`C a Il o m a " o 5 v 11 o a 0 v cCD a '3 56 n C) ii(3D= II I o II I c3D' C- a � II II � vo o l pr -n < E vi it c ,,u Z � CD Cr •wi 0 :3 co � 1 N Z � v ii rn � � I I cI I CA �n 0c .3 3 m l liw3 0 I I CD x II o II C CL II Q II 1 n 1 0 0 ;u r � (n � � C � II II II 11 v mco 0picro V + II CD CD w_ ' p II II = a a. 3 I I Cn 0 U2 > II CD a m i II II 0 Cn II or it i m 11� C7 0<mCCn� A II CD II CD M I II II II II II >mcn0 li n 3 3 =0 I rn I i cn @ co o q D I � (D co ° 3 � CD C � (n 0 � � I C T II cnw n' i N II 0 N i II 1 + v m 3 CD CA 0 m 0 c MW x C a 3 m a r r C N 3 � f! Ul L7[em! r � p Dc D N c Avon T 77[+i �ti F� �v �o 1W alb mr r .0 a c oc C-)e "E 01co1v :vC) Boa � rw A Lrl0 vc N a �c a c C Q.c r*%)s-4cnvw 01 CDrnWc :o6 IV W 00 6 g illG4 Q (D &I � va)0)cn-vCA) -LvcnN)( s-Cn(DCnEn i)W00CA) -lC OC)osWs(nwNNVK) W-( in s iD 6 -4 cD to rt/ �O :Ph� o c rvwvvoo ovcn rvv+ New c 0-P"�4h�v(Dw0Ln0vc � I vI 0 .N w cn to -ph. 4�1 4ivM--4 MW: :P6 s " a? Ln 00 16 i vlololololvl014 ■� FWI I pli I + r 7 C - o 3Ic 75 mlC p Dc s � _ Svc A D n D cna� Pip. ic CD r ro:0vo� m Cr CCD a i �, o x 00I CIO ov Z Iv rV N r cc) v IV v qO v 0 i 0i=O 0 i (n6:�6i.i 0) oo0i Ci'i iCx I`] i� I 0a4co4 -40)CDCn44- C&1M44CA) NVtnwWOD rnr�0W W iDk� iD •I � � o cD oo � 0) -L 00 D 4 I -4 --L 0 � vrn-4OOaw n3 0 w01) 1 C700� WN 00000 oovvavo�ovv II 0 x ��ly 00a) II w0 N II TO ;u 2--IO`�M 0 E_� II5•� ���m< i a it �0 m;°Mm m m m all O@@A 0..-4 a 00 o z 0 cn 11 co Z cO I C I mZ cn u (3D I m vv II IV co C 0 G) RCRVS�, �3 tw cn `< �a•-ry• �4h- �� (3p 00o C -U > � l< v 00 0I I N 0 a a � CD � •N�o11�� v � vwC) II 11 R x �0 _ a 11 CD3 II Q. v o o II p I I � `c lC Z V s II w C 7 N @ 0 II $ I .3 3 mm I Uy cU'o mWa II -C P000 II II I I Ii 0 x II � C 11 �CD k a. II I I I G C/) ' II cn CDI II II II II II j �n cn woo, a� ca i I 'CD iiCD 3 0 m j�mco� N N i II I ca i cn Z3. cn II cn — CD m CD0 o II II 0 11 p l I --I 11 %< D >mcnC7m C7Covcn� F F 11-0 m 11 m II II II II II m cn 0 II n � 05: m � 11 c � U m ca 0 n II O ca 0 ICD II � 0 ca D � �• II II I I 0 CD co CD CL Cn D CD 0 0 c cn' CD 0 c o. m a 0 3 CD 0 m r r w C m 3 CD Ln I oc me �c �_ i t c c c c c 0 c O C v 0 v 0 L OD CAi Lit t Cn - mrm-1 Ul 3 CD ro - ca0=LD CD �* 3 = 0 = o aa�v m.1-1 0 C)ZC/) �, 0a D- • oar Oar - " � o : 2 cn W me 0 L ME 5 O CD W CO -I -I I -1 c) Cn Cn 4 v N Cn -! � CD Lit W w 0 0 c s 0 wCWn N V co f� c i n—L CD Cn 0� i v N OD t 33 a] Oo Ln � � N:", � tD N O - 0 O O 1�I W� N 4 w 0 -N i i O� W O s 0 0 w 0� ( ph N W 0)1 O W 4 {n -L W 100 t '4 4IW W cn 4!h CA) CA) c 4410Co0-I-4�t 0 0 0 0 0 0 0 t R 0 O N 4 wi AP w r Jai CD J OD c * W ( n cD = CA) NO -:L)lalvlc it Z- c/)ly� mvv0 a >nn �0 2�C)--I M ti �I =-? -�I>m< m°�m mm C7 II Cl) C-y @ 0 .. --1 ` 00 D 0 z �o � o 0 CD 3 Z C o m c►) a II - rn o� • �� a 0 CD II C I� I Ln0C 0 a cn I� 3 c ' 00 c o w� u CD �� 4 LT I ID N C ii a Leo .3 � to �•-� .0 � c ro CL ui o- �I o o m II I ¢y tZ cn N. 0 Z II II (D @ o II i � I Cn m k�cn CD o �o =r Mk w ❑ I I� X � � . 11 0 CD (Da I C) ch � � W CD II II 11 II II m co 0 C) a 9 E co n C 0 I " c 0I °m � � D C-) 0<o�accn P, j CD II II II II m< ll< >mcn[) a�0 n cn Co 0 co 0 ca a CDD CDD = 'cn ❑ C I C � 7 11 C) N CD 0 Cn 11 C) N' a� � I I z O y � a m co rn Ul rn 0 cn• x 0 C N ,a 0 3 rn 0 IT! r r r p 3 w V1 C id 3 � a ' CD Q N can 0 C) 0 0 v Q oo = oa rc/) m -i z � 0 0 10 0 ; s N 7 � C) =• rn 0 z D V DD ./a V D V u 40k.ILn1O1- 000c N N N P En �.1h. a 0 to c :-1 1 Ire C Ln N!tn c I 0Oac oavc ava 4 LC::)) n N C a�.Lnc CA)-1 O C ] "40 1 � N I { )vI 6)�i D P V ~~oio �DCD 3 Ivy i CD :3 C 0 CD 70 N' = 3 _ m 2 0W ov _" C 0 �.. :r G) Z o cu N v C ❑-,oa —� ` 000ca w z z s`NIW 0010 IV Cn � s �IW W oo 000 " (n v1 �� wNi 1 w { Q { W C) CD va OD W rn C J OD � Iv vlvl� CDI NNs�-Looc'jWi0�0W-4-1MOO 4h- 444h,W Ns-qLnOOW.oDcDwOwrQwwww 0N0cn WfVW-1 jCA CJ CO LD -N0Wt0W-NCD -JM-IO O-4W "OBI r �-ICD00CTIMCAW Q�rV W--ti 11�DLn0000NN� 0WN000-4'-40 V00 0 0 M v 00 w 0WNNNNw•l0�a)N[D N C" co 4h, oD 0 -4 to i.n N o W 0 -I W - M (0 � ru ioD �I'v C"ODD-�P.�Q�Iv Pk CO M co W NW O0 0 O LNTtI 0 � 0 0 to Ito ���� 4 rkvvcoo c0 w :-L 6 +o bo bo I aoov0vo jP � CD 0 oD I � � � c� m ' oD i�by a o) � v0000oovv0000 GG) O 0 -LLLLLLLLLI-LLrrl C7C7 II -n0 Qx C 0a) o- II �z�ymova; I -<yCny o i 2y=�� 1 o �� o? mm�a cv a 11 ° mmr"nXm l a li .. ' @ z -4cn ❑.i 00 ❑0 g z _ z N D cn = i c ° o CD C lto II 3 mz cn �v 1 ca co II ? II I , oo ?� � �N�• Cn II a II II NcvD�0 C o cn ' �vo �3 Lrl 4 m vva`, �CA0 ii it CD c o CD II o N I ,a avcn li ISO ICnv 3� II N 3 3 I I -4 CD o it n I I m =� ox I 3a. f I I Ia II I m o f o i } w o II p� a ca CD z @ 0 II r v, � o 3 3 m cc 11 ayCc =r =r w v II 3 CD )coo )00 II �. II )rVo II I I �r ❑ m G �,• x o II a 0liCDa �I 11 II I C7❑��r ch I I I cn m II n ' a:) II ro < 3 CD 0 c �° a4 �cD � pf cr0 C II I a 3 7 � CD 0 I m 0 I cn II I o It I -n 1 II ❑ D -0 >mcnC7m 0 C co cn II m II CD � II II II II � II 1 a ymcn0 II I n 3 CD � � cn mcoo� �� : n II 3 in � � n o_ C I II m =r cn m m n N C) �'• c° N II ca II I I ----�•� i 0 rn m 3 CD 0 m 0 c x c CL 3 m 0 C m r r � m cn CD !p 3 N 0007��� �� ��� 0 0 �� Ul CD CD 1 0 ccn m m 0 r �0OC7� 0 CD cC- ��w rarn aa� F�; MN)03 3 a0 O A' 0I- Q W W-10 0 ❑ c Z ?z C-013, wltil�lo 0�00000voo00000001 �I �N M" "W Lon IV Lr 0 (W" A W i L7O L3) W -4W- J s c j N LJt CO n -4 a -4 00 o LD Q) Cb LJi LM 0 I - v o v o 0 0 0 0 0 o v 0 0 0 0 0 0 0 v o 0 0 0 o v 0 0 v v v v v o 0 0�i o o" o 0 0 CD 4�h 0) LD CO -I N o) N Lh N W -1 W M 11 4b6 4%L Lh 4�6 CA -Pk N s N Cn 406 4hL o cn w (4 un tD 14 w ov Ln 406 cD 00 s w v -L CO G) I w w i N o a LD t7o W �I V N 00 N CA -I s 1�01 ! n �inw��CA--40 Ln 0 N- j 0 W )iOIW iM Ln o cn La IV L7O o L� 00 � N cnvw�cn 0WN N cc) N -I V 0 0 0 W �rnu,0-th,4WP W go 0 Ln LD IV m C w 0) -L (s CO s-4rnLr4-soc 4�A- C0 N 0) 11 07 -1 [ 4 0O a) 4 i) OD 0 OD Ln � -L CJIs -L W Ln P C) I -NcnLr4��4wM�a I� o) c�, •v iv 'ta s •v c a a a v o a o v a c f I cn 0 0 v v � o w E--Im m='0 0 w!va 7C0 I mr�❑ Qw m 0 ;�o ° �0co xm: a 7mO Lo C700) =m o00 yc�� �i mom3DMo s• ❑� 0 m22;❑o a i A 0 IC- , �• CD -� oa � II m m O H O plaza a «+ z 0 z 00 ❑ z CD 0 11 m c 3 F om cn II 3 F 11 ca 11 .,m a D 0W-4 11 CL N-�� II C 1 0 M40-,WCh cna �ov0vo0000 �vvoov 0000 =jc avw c� z 0 mWCO�N O LT0 j N -0-0 W 7 p N) 1 d7 s 0) s y a LD II �• 0 I N II C CC � � noovovoo0o D o v ii cn I 0 0 0 o o 0 o II m II �o D000vovvvo 4 CA W _ W C." CD IQ CA ii 3 i� _t(ncnC."04h,-4v0 N) v cn a cn s v 11 m II r* x 0 f i i 3' a C CD a I v v m II II .c %<,C I C m cr V N J1W N s s B MLANd7m-s0 I :3 m c a co o 110 pw0 :A)rn0) wwLrviv0 rt w oNWN�0 11 m � N z 0� Leo 0) 0 11 :A) w 00 •I m � , @ 0 II = Lr u, I 11 0 cc � 3 m vNNNwcn�w�a II 3 q fV 4 cD N[ IV n CD 11 6 oO R? O 11 4h. � co s 0 -s o II Ch -01. 4 CO A) N CD •I a II x 11 �c (11 aD k 0 11 CL L-) cn � II cn � II II II II II �I-o mor �;:��-4wICD m m =o�wow -4 k=a -4 C 0 co Dv CC) Cr N I I I Q; cn �• D 0 II cn 0 a m II m• 0 m 0L)0000000 II 0 cn 0 ❑ ymcnoM I C U) 1>- II CD V) I I @ 11 11 11 11 II `C 0 cn 0 3 0 � s CD � Q � rt m 0 II m m c 0 11 mm co 00 0 v m nv C II C L5• cn m La 0 N 0 II II I R v � �c rD I m 10 CD r CD CA 0 C N• x � 0 c CL CL a 3 Y-4- 1 o �{ m �I r r � 3 0 O CA v c v rn a 3CD 0 N 1 j v 00 6 r+� 101w14�-1Cn'rn!.I �vovvo IVINNfVN ON0 s O W N �! �L 40L W �OcnCAa7O ovovvlo oovvva v v o o v v wN06 iS3 Cnww " con (DD�v�v a Coioli o � i M co V p DI u - T� -& � � � � � � 1 s�� L7.1 O C37 W s 00 Qi W LDN_w00�oCnNLDCD_ h3s�fV���co�IWC� 6) co cn --.I co (n j to N b � v ��y���iO W r�E 15m"I1uW vN oN N W v�1 CM --4 i in Oo i a 6 cyl s t 7 W W �I 00 C7 � 11 c ncwcn- U)0N)0) �vvovv.ovc - r- — — 1 J -1 0 0� 0 r y�3:3 D. [D N �_ CD �vo4c�_C z3 vativv cnCh z V w -IN. CA Q] -.1 00 �vvvvoo S ,r.� 1 �► 1 l 0 �vcn a�•Iv-40W 'E!�-741I1@1I01-I2.3 ❑ov0CD00 0oovvv0 + Y 0-4M0--J O0-I-10oto rncDNcnww rnw��°oarn co iv :th- 0) oo 4 iv o0osvMMW wNvcnoow Jocnw-PL0004% 0 N cn s CD O W a � co cw � oa c� � ❑ vovvvvoc � N cn v D P � cnO�,>00 7 IiI+iI O > coo E n--I 0) a 9Cn r m Cl) TOQ >CDho':3 Xm v � 0 II°? • �o I-_n� - �m mCa Cam a� CD a a 11 II ��rnm�m j ! mm 0cho 0 � , 00 � 1 a li ; j@ 0 .. 1 PIE%�� r nn a z 1 0 IIcn " cn � 0 p M 3 ; z I vcn li i II CD m? cu v li a coo�tN)w Ln n) o r o cn vc)ovovvv oovovvv li �� 11 3 troy C} s F r ova�i cn cn o v p c 0 cYr�n w ca i� �► 0 CA O -4 CD O O 3 II CD C -U � W � C 0- CA) 4). v o O 11 0 11 p F vovv000v �ovvovva I� �c �`m vvvvvio NVW00-A 11 �° 3 ! 0cooCDDcwn(000 11 11 II x -� k o ma a i It I a m l I I c CD v Y II •-F 3 `� '� z N eT 4 4 oil � c � rn � :-4 7 -4 iQ 6 �NcnCnN00o II < 1P N z ww00 004v0 II CD p cn a i 3 3 00 n (n0o03oO �. c11 11 N 11 M 1irnrn�ww�v ii C 0(nv04h,--4-o 11 a m x 11 0 m j 11 0 CL II f a--j rn I I 11 I I r LR}WN�fo00 I v CD m 3 ii C II L CD �a�cio ��-I cov�:1006bo I _ 11 m t �n c " 11 I N 0; cn II IIU'� OrO� i° �vvov0o-4� o t m j w II , a i o<ouaccnm cn F 11 rn CD � I I1 II II 11 ! ymcn0 3 00 `-' (Da n o I a CL a Yrt CD CD 2 oQ o ca 3 li�CD env t m C W CDtt li (n w n_ 0 N 0�- N z ❑� Q G rn mG c CD� s 3 [ ert lLn m 0 c x I 0 c Q r Q r c o 3 CD 0 i� c m (A o i r r � CE) o I) o U) v r o m 3 v v N r� --1 0 z mrmo m :3cD = v v v v ❑Cj) �70 ❑ W v v c j3 =r CD 3 C 0- CCD Q X W N� I � 3 N N❑ L cD C1 (D ❑ I `� N CL =r ..� zz aQ J S D cn A) s �o �v hL 0) 7 coo wp N OD c 1 t oc of c.n n to �o J c]7 J � i Nv0cooDW-4�- N co 1 cD m t L-4 i tin ooDD c t T oaco004h,Cn-4�- OD W a7 47 OD Cn � � IV a OD N OD a -4 OD � N a Co W D6 CD CA 03 W N c coco0��c❑coW W r C-101E v v N n rn� o - D'N I C I 0 4 1 OD L•7 r "r ,j i r 7 C �c V c D c v c �i D [ oD N rn cr OD CO 0C4 w N -J IV W N co cn W crI io � crl co -N � DD -L 0 cn Ln oD 1 oD cn * l i > cn > z ii �o =�❑=Mo 0•A �rl-�-Im< ] coII 0 ; !?� � m mm C7cn0 A � KJU i II 2 .. �@ OD 00 ❑ z kl (n❑ .. I Z m 3 CD � m❑. �X CIO 1 �• II II a I I I I L Cn W � W ❑ Cn II 0 II �C vas a o0CD`< 0 7 6 II 3 ❑ c z o o a� i = ' �w m 11 � I N a� O I� N oCD li 3 nv 40 ii�v 11 r�-r II � ox II m a II CD I. I C1 II ov m P I ❑ C n kk 3 '-C cr s o II C ILA m m�-I ��� ❑ z 0 IL cn �w k cn Cn n Pp 0c � 3 m =1 CD W o 11 CD C7 � a II I 1 I 1 19 o m x II ,� o II C 7 Q 0 I II CD d II I III 00 Xr- e - 00 N � � � �� � Gj II II II II r 00 CD I M a w D � co CDcr n C I ch [n c Ik cn i cD IN II 1V� @0 - ]0 a II I I ' ❑ I I T1 m D 0<CIOccnnyr R CIDII m m cn i F 3 0 ; m � cn cn rn ca o D � Co CD � = p0 n (D �w—m env II C f° (n {D a 0 y 0 Co co II I I C 1 0 rn ro i3 v CYI CD 0 c x 0 c CD a 9 co 0 m r r m c ro of M" M r r� 4. to + s + 00 6 6 0 p V s D i i JIVE ff��N .mV-.' o CA) N) 4h. Ca FAOQE D 010 { Dool :5 0 0 i Jh W N + pG3CAi D-lcol DA L *] IL i ..1 s s " -4 s s s s N) s --4 0 C) CD w� cO 6 N co t o b cn w 6 0 -sk cn 0 -4 N <> O N m s N w s w 1V N 000 o W s Cn W�N N+NIN 6'ODcn'-4a0i3wo M Q co o W W-I:�6 N o to M --4 -Pk cflWWWM0� 0 w I W N C+D CO W N N. 6�-k io 1 6. 67 1 IV vvvol000s 0 0 0 co GIs �o V s 7=,D 0000 A -4 D1a D co s N 0 CA 01 OD 0 a 0 v W oav a ri vc " 0 --1 � co O pp -N CO i�o66 hNOD -I :3voo Dooa o'v r1ov40., ,)ass 0W-4''4 0,DL W �D N Ln W w OD w � v�N�oaoD�i� NSW NIs 06 i W W v CA Ik-AL -th.NcncnN-IN,r �L cn Un 0 (A W Cn -I I )oNbijim 6 : .LLovoo{ II TIcn0 o; Il F 03 > V) o > I F CA c II -•� 1i'�° a ={ --,m< cr o,maa CDa mmmn�m cn 0 013 03 vo �' a II @ @ o z z 0 cn -� IC/) o I m � C z z cn 3 o ii m sNNNNNN _ - � II CL II _ C: m o 0°cn I vaovov c�av000vo -!0 � wc�nCL � voNo0� o 00046 0 C !� � n2)C- �sNWIVwo 0 Co cn w o o II � II <' � w ,�' c II C R N a vvo0oo00 C) vc�oov ii =!m II 3v 000v� W N .4 W �I � ii 3 m ro C) cn II I I II n 3a a. II vo a II II yr O ro m -n I:3 c ,�� Cr �_ �NVLn00w0 wNN�ti II :3pa 0 aco + :a�.locoj cnwrnoa�wc a o II II ro II N N z 0cnM.4OD40)0 ro @ o I I I Ln � cn 33 m s 11 ii ( �� a scnOD00w� II M m s sCD p0 :-4 iQ 0 CD II � -4 MALW0CD ii I I a I x II o �caD roa II II 1 00—170r G)ojcn II N iD I II II II II II I CswOD0-l-1 cn II 70 [O II ca ro 3 (0 C am C7 p �] N o w cc � � invDoa)vcn ii :3 m Crn �C j II II I � Qcn I o_v1O � cn R. 0000000 II N 0 v p >mcnom t�CD°cn� ' I [n III ro II o m II II II II II ymcn0 I � 3 0o C7 ro0 cn cn m co a.,. CD II p ro ro U:) = ro c r+ =3 OU 0 II N Q cn O N ' C CD cr) I1 14 cn M ro O N 0CA CD ca 11 ----- �wo'>O o aIc a iD ='• cn [n 2 C7 co r r o w z of O Cs m mi co A I (D r 3 ri m D 0 CL 0 c � I N• P + x n c CL CD CL O 3 o N C s m rn co r °D r a 3 O w v m ( o c O 3 0 I N I I V h C 3)c Dc .Dkc s 0 c�a 0 0 =r 0 o v - w w = 3 C-)r m +gin OD CD t 72m 3 ID _�I C — ry c - D -, U 17 o oo rV vv o o ; A c �� co 0 � 00 r z e D y D V i Dc V h D c :n - V C ] v c J cn I v I O i � N n LLn I 3 4 V ''M y 3 n m r =r 0; 0 0 co W v O v 6O a CO ti o0 -& 1 -L 1V O O cD co co �l -I CD t n M 4 -N C [V 00 N 0 -4 0 0 W w 0 03 0 N C Vt N S W -1 to :0, 6 O � iO V t W 0 O4 CD V W W v Wio [OD 0 N N 0� c -16 .coo w c 3 CO Lrl 00 c O .4 1!:oo Wi. 0 v I � s DI �o mtno .10 O m � rn �- = 0 3 N m I =r CL poa DoQ--4 D 0 0 �J N N s �p p s s D N O D 0 0 V W N vIcn M 0 ��l N I N N N --► co U1 W s 00 �000)i �067047, p D r� 000 �� �"�� o�� z > cco0-4 �cn � :E, =m�' OL im -00 2. ���m< a v CO ' ii � II ��R'�mm r m m O ;u m a aCii 0 ; @@ Z..�1 �nC7 D Z i cn o II 1 0o 1v I zm C i I1 3 D CL 4h, W N I1 II N ;o C II !y [n cn c II 0 O D a 3 � v O 0C)00C) O 0 O 1 ii �� 66� z CO h) �C Cn O W c Cl 11 M. c `� >co W C M 0 11 M m O II �r O II i C II I N I I I Q OVOOv 11 Cn 11 CD F vvOvv II �U 0000v a� wN0 _ 11 3 3m wchcnov 11 ca 0 V I N CD co O 11 �* � II a x I i C) �CID � II a u I m l CID (D O c � � m O � cD U3 N W C� O O II =' Z (.0LnCA -4cNn0 11 c�D i U) a� w cn � I-"" IrV � cD rV rn n] N NCR] w w a0 6 :I M � "V A. co Im � i3 ao 'v -N 'O w iv Ln 0 :1 � -4 co -N 4 0 co � o , o) ° i ovo CP CA o CD � I -4 CD 10000 w cw w :1 iD cD cDcr>r'a fV iD o ts`o o� Im Icn Iv io IalololcD10D1cn 1 JC O 0 G7 0 0 416 oIa11l1vIoIO1O1i - r- P -r-r-r �cn 0Cn11 — CID �3 m a ca 3 =r �w 0 II ca II I I x :3 CL 1 a. I G']U]--I� 11 c � 11 II 11 II r oho v�o (A)i II -0 m co i � � 3 -- m 0 � m ca -T 6 Oo m 11 CL [D II 0r* c II cr I N_ aCr?c 3 cn o in � = rn m II N 11 CD D T C� cn CIDF II m11 m Cn M 11 - 1 II � � � II CD c� II II II II I ymcn0 � II n 3 0 0 ca [n I mCOo� o iimm � Qccoo 7 N :3 II � II Cn m � C3 I N II I I a z ' 0 cn ch 0 c � 0 C rn Cl o 3 e CD 0 m r r I CCD N c m 3 � I cn N 00 m t �m i r i r�1 C; z * � I N i OD W { �w v 0 CD a CI v ?m0 co 0 i F W rn 7� — L1 Z 00 J N N 7 W 0000 &1Lo �-4 goo v0 Ln m- r o a C 0 00 C! N c N y 406 C vc 0 c ,::6a r y y 0. CD. CD. 1 0 0) CU CO -1 t �• =r In z 3O-LNCA) 4061 �000vv1 ncmLn4�6cow a0-b, -ICAO a Ln 406 :) M CD 0 �roovOil � e v v o 0 � aoo v� a�ocr�oin� ...a � 3,-I000 W " 0 0 r3wo6oj6i46 o 0-4-40W 0 M M 0 C3C)0W W�Wco1VOD � I Co Ln W N 1V NJ N W cD L>h �I 6 6 IV W O � ovCD-40CDs'���co co oo -4 .i C W0)CC) NL �Ln.1�c cD W cn V ~-I C b OD fV � C CA 00 nDI0 �'G) co c -)301I lvII. 1' no �M D :3 7 ov D Q K, V ti �v D N V -4 �v v � 1 D1f =C 0 a W � C) c N C 0)4 o C C N � ;A 4 4 t44. w 1v r :A) 00 0) 0 Ln 0) pL co11o00r OD C IV 0) 44L Cf) � 4 4�L w Ln 44�;ol— c v � v v I Cn �'i Lit Ln s O � y -4i vo .l 1l m o � co oo 0 W 0 (D 0 0 L 0 0 0 � WsOo0oi,n siuCA6---LfV6)WLn6-;oory 00LnLn6i � � � � � 1 1 yLnLn00000000 D0oD_ Ln00LT� cn „�cn� ; cn cn vo P o vv v o { wv o v o w 6 iv Cis W Q] v { 1 }0 0) 11 �� -� � C/) 0 -1> 03 Xm CD o --���o y0 mCp— m ii I �Xm CL 1 i m m 0 F cnn •a I1 F r z 00 �❑ z 0 cn =, cn 0 o CD c mz II m W ■r O 11 DL a 0~ II NC/) II CnCA) C � Ocl orb �W 0 voC[�!L tw o 1�3 II CD cn� -0 Tm LL II CD I N = 1 I I a C) ocn l l CD co Dcav II CD 11 �° an -40 4 c II II I x 11 0 II 3• C � IIj�CL CD I I 0- 11 p ❑ ❑ ❑ Dc corn m, %< ;CD � s boo II � c II Cr � 0 -� { N�. o , zcoC7 11 R, @cn z 0 Ln 1Clcn vi. Ml II Co �3 m11 =r s W C) 3 • J 0o cD 'o C V 11 0 II rn M II I I I 11 ❑ x 11 a�� II Q CD II a II +) cn � i II II II II 11 E ni l 11 m N� II a �7QCD of � � ;:p I C = II I � a� c J II II C!) D cO > > = rn w my M Ao 110 CD II 0 m I. li ❑ @ rn U y m cn C7 0 3 0v to I °-cao (n rn Irn°ca A.�w QCD cn o C II �•-F fn cu n' CD N II 0 `°CID II I I � 0 m 0 3 cn CL v C 7 x I 0 C m a 3 0 m r r � m w CA C cD 3 CD cn I CDLE � C D {D W � M = � 3 CD '72m C— N D Q(D co A G 17 0 A�03ch G o 0 -4 -4 z o m� o c acn o ��• '�° CD? o us• � i i oQ W00 CD 0 co � ❑ 7 o� �z =r m D � a � 0 � z ❑ ca � rr Z V V rr 113)1Nl""1a18 IW � M-11k Icn I Iw I""I1010loo1,41mILn 0 o a 0 0 0 0 0 0 0,0 0 v a 0 0 0 0 4 s 0 ci'r :tL I '-Ih" 'CO* W IV s s 0 cn GJ GJ G7 fV IV fV R] W Cn h] Cn N Cn 01010 N) 1 0 -4 W v 14 s W o w to � v o �n =-�► o cn Ri � JI Cn Cn N M 0 --4 0 0 s s -4 [D 0 W CD � D 0 o 0 0 0 o O 0 0 v O 0 0 v o 0 0 0� 0 0 0 0 0 v O Cl 0 o O 0 o v o 0 0 a� �o'v000'v�vv�vav'vvvvo+ �o CD 0o N a7 N Cn fV M s y V 0 N W W R3 W W 6 W W W: Cn I:N Cn s a s s R7 IQ � D 0 W 0 L -� _ 00 CO CO C n 0 �I -1 00 W, W N v c" O i I s y 00 p C 0 N DO :I 00 -4 oo CO w �j cD cn 4 0000 IN) CO --4 I W 07 d) 00 Cn Rl � CD I 0000 bo s° OD 0°0 O0 N Cn CD� Carl — t 00 CO 0 CD v ti y 00 C3] ED -4 - I a. 0 a w rn Cn -th. W -rk -� to 03 4h, to cv oo 6 1 vaoola� cn 0 0 ti On •tomto N I N IV IV s s, DO700Ln W0ODO71 "-I IV N CD �I Ri � 0 CD CD � cn 4 00 W �00W �I C37 0 W IV R] R] N W IV -1 CO 40�• 0 N N_ Ln CO Cn CD0co0CDCAK.)4I [n 47 0 w Cn -ss-40 NCflci,w��.� oi���ra�woacocncn a 0 0 0 n rmtno 0;u; Z { cn > ry 0 0 '< � _� II ii II , � = T a CDCD To ii °�� 10-�mv ���m< v� oQ;om la " mm C7�n II 00 ❑ Z Z `i F (n 0 9 I1 C D 0 CD III e C z zm cn . . ro II m ii m D -< cu o pwN) ii a a I j N) K) M. 9 0) cn CL oo� s =0 v �0000 v a o II -I II 3 cOW� z a 0 A CD N CD 11 N C -0 —0 -Oa0 R W R-4 0 II N'C p C I II II : �' �ooOo 'v 'v II cn co � o � -4 W o N 0 II -• 3 ' .000-4�00 CD 11 i a x 11 o II 3 C F � cD CL CD a i CL � { II I v o o 0 ?_ s V 07 Cn 0 iiwc II 5 II CD� CD d CC] 0 Qcno w�r�o 0 CD 11 rn ii �• �`� z l �r @ 0 � �0 �3 mE s W CD Ln �v°iN)Q II 0 CD 0 m ii CD ti7 N CD li I rr t v x ' I =caa I I II Cl II I a 0 Do CD II II (n = @ I II II II II r 1 III mco I 00 CD a Cn 0�[Doo 00 " II cD (Dm II a S W . ,..� CD n C II k M. = m coo I II N• II ro a T 00 07 W a 1 II m cn II 0 F II ❑ II III ❑ ymcnom I 0Cavus� J ii CD w I II n II II { 1� II I ymCD0 it 3 =O: r0 a j � II cn � �, o ro (0 o ii�� k =ova o 3 � CD <cao pl l ii i C CD 0 II p I I iD 1 U3 v rn 3 N Cn m 0 c m x 0 c CD v 3 r-F I CD 0 m r r I 0 cn c m 3 CD VN I � 01 is) I I I .2 1E ) cna 3 Ki cn lo o I =r :3 CD M a�1m "-s 7�s pv 003- ` a"— ,a� 0 Z: ;� o c z I W"-S MM - I? rA ■M FPO �L n C W C1 0c N C CF) P n •• v i c 7 ID c � F nC,O- o c �wr �) CD W CA co + -J CDm+ J— (D 0 3 0 N3 cr N t r — C CD A I N O� oa �, . Doc A W c D N c Doc mac Q cn l+ )DIW C WPOO 1k 0c Cm?'I C � C Svc � oc 3 cn r a 4�L C N N s a o CD LD OD �I �1 Cif 4 a �0-400, hWe>aDcr,Ncncn�cnww 0r CD Cn � � -� Co :ph. (D IV iD Q) s :0.� M W cn 0 0) 0) a � 00 -L -4 oo (A to — t' c + 0� O) co OD N 0 w to�" W s m N-4 v- 1 1 4 W" 0 W N N N N W M 0 11 O N CO -9h, N .p boOD-1[DNM1):,�-o:9!1CD11NNm0Dp.N 0- N OD 00 Cn M W -1 0 W o W 0 4 M 4 0 0 IV 0� s cnoDo4N.I•40NMWNcryNN0100- t 0 0 N Cn 40k Cn -9�6.4► �1 -1 W d) Cn m (3) I :Dl C4 b0 R7 :-L (Y) io coIoDlololoDlalo14 p -IN, -Pi, W Cn Cn W Cii Cn -PhL 4h- # -Ph, ]� j 00 lD W tO Co Co CO 406 D-IOILnWNCDO�DW� �v0000 voDvc v� >F cni -4 o o 0 00 o k N a t m i s � � n0 o 3 c D C C 17 p N c 0c J O � Doc D 0 c )D w c 4 C � � C 0-Ap =� 406c Cn V 0 000 000 0) ID - INf �000 II i-nW0�0X coO 0� W IQ ;� II a Z�> coo , h en cn 0 -00 cn m 0 �•zz O r 11 O II • •••� _ �i ❑ ,..r m m C7 ;n o; a 11 I @@ Z .. 1 II j 00 O 01 0 cn c" Q ' CD II CO �c: Z Z is 3 i -< ❑ ca 11 = y � ❑ I JNN-• 41h, Ln II a II 0) CA) ny� ii 0 � CF)cn� -- DoOv �av c00 cf) 04�h0 11 CD N 0 o 11 3 07 ''C 1 BCD' II O = I Q 3000 aoov ii -�� CD 0 M 40 II 3— 11 CD -••a 0 M 0 p 0 II II x � I I C7 CD a II ❑ ❑ ❑ on CD CD m m u -n I II c l< 16< , 0 W O � I a6bo61) 0 " ncD -No 0 1i � � II CD( N �' z 0 `' II n a Cn � �� m a s —CDD co i i w AmW0 3 11 O O J 4 C) II r-r 11 v x 11 II 1+ 0 i CD I a II I I II II f 0❑��r +��c� II cn 11 II II 11 II INL C" Ch II ID C7 D � r 0 Cn � II � � � co . r=r 0 C r-r @ Cr II cn -7 [O O II W 01-04 II M o m I 0 ' v � ❑ ym�nm C cn 1 CD CD II II II II II II � .D ymcnC7 II 0 � M m0 CO CD (a O r-F i II :D CD Ca? n II � C N O G I I CD =r II (n 0 O 0 y o N. i 11 N Cn [O II II � ; � z 000( C 0 CD M a i to c 0 3 a CD a N � Cl- a � � 0 �,• cn4h,l x k 0 c 0-CD ti«� Q -++ 00 W j 3 , o W I r-F CD 0 N o 0 m CA) � v s Cn N r r � 3 0 CD 6 v o v u � j 0 � N j CD O 1 o0cni 0r c w m p?i = 3 W x i1)cDcr3CD- --h CO va ca CD � En D 0 s � I D cD 1 V N :D CA D CO 00 -I CD Cn O 0 o 0 0 nWoocmto-4 -k kl 6 3) L Con ONO y oo0 o v 0 0 0 1 v a v o V CJ1 IV Cn s W p G) 6 G] — Q O co -4 -4 =4000 .1yF07 I�m[n[ z I � v c cn : �a =r • �- • D. �, 0 N' p03CD C)�Ca =c 7 =r D^0 �•` ? W - RlE D c V C c C C } �v �a D o c J W t nI" - �10 c �Io c 56 c J � h La7 c D 4�6 C a •Ae 7 O c i ONO L F C o c 7 0 C J N h AI�I[ :•PAIL J 4 D D r U Li •P It D tD 00 W y y V 0 to (1 406 s t37 LD L]'r N) 00 00 0) (0 N Cn 00 Ln W 0 00 Q) N c •1 (D 00 s W IV 6 6 -1 0 4 4 O) O N R) !g y N N c W N 00 C0 �► 00 W T� O W 0 0000 -4 OD oo -4� W fV O7 W COD U1 -i 00 V I w 0 M W M s� N44, O N 0 �I 0 to N N N N W to - i0 00 s 00 0 �1 00 -v 'ram � =1 0s ca i J y o w v I V iv 6 i0 :i i N ---i M 0� N M0 N 0 -I 00 --4 4 v� 0W 0� W c n cry c 0 0 0 N � v wco co 0 R tncnoNCDCD-�4!1L �0WW0000W1�Oo�-N�� CD NJ W v N -I -I [n N 0 N iV N 00 I �s�� �s�I"-.& ..oL- 0000�000oo00oc I cA cnn c sm! v�v�o�Olo�vloll s p'0 �cn ° II �> 0 ?>�_ ti II �� Cny r =��_M 0 P(D ii °. II + -��>mC� a� Ii mmmZ°�om i @ @ 0 — -A CD z z It II 11 00 v z cn 0 -� III o* �� CD C � z 3 z D CD II' m 0X It haw a >m 30 Ii 0 wtna� -� v o D CD _� ii3� va•��C) � ?6 v II CD -o w p o II Q D o 11 a v 11 Iti) CL _0 O 1 [n CD �o 1 0 I I --I U3 3 �v A o 11 CD CD m II ■-+• 1111 a 1 m I I 11 X II 0 11 m I 11 CL i I 11 p oo v I an CD av�i -n f It C 0 Cr C _ II --IO C o O V O I 00 II CD �' cn z �^ 0 11 s@ to it o 3 3 m l 11 cc Ito a :D N o v v 11 11 I x 1I 0 it E II 0 CD I 11caa u 0D�X� W II ��In �11 II li II 11 F W II-n im=0 r F CD OCD II I O U. II I acn II F =3 CD 11 � I — M CD o F o 11 0 Cn D n C w m k a II 0 CD II II II II k t ymn c) i 1I 3 � C07 0 cv CD o I cv I o3 f� [ II 3 CD � (n v a I� :3 C CD II U) m n• 0 0 CA 0"-'• m � r � II II I d o CD CID i 3_ I I tNn v CD 0 c N ?fit n c CD Q. 0 3 � I N 0 m r r m N C CD 3 CD :3. I UJ 00 7 XC13MIIv WM-4Zr-4-40 0r'--1 00 c 2 cn' C7 m ca m N 3 N cD �� ��� o=r" 0 ° Dove—=� ° :0003 Ic r � paCL �i oo� �3 =r wN3w cr� as M. oa 7D �` {° �• ° D po, o CL ❑03 ©i ,INIW I�I01 1�I ICOIOI-�INIWI�I�I�I�I�I �IOI�PNI II- D0,00000vvv00000000 0000oc W W W W W WNR3R7fV NNrVNN s 001 �?IVss�OOCnCn(� ��WIV�OCn Cr �CnI In N 00 CD 0 cn N co cn�IM101W101" o m 0 00 o I Cn-ANNsNw4O0)4IW0)I ,JI000WIOWoos 4 Do 0000000000000000 Oooca04 Do00oovvo00Ono o000000DOI �vvoovvo ao0v o �vv C-3 0'' 0.1h. C7CnWNN UI��� -4 OWN d74 00 6cr+ rrl c►a 0 v q Lh �vcnw•lcnrn�a�ocol c°44��cn�Os•I-AL W+ � vrnc c°5c°nl°v°Oocoo ", a) cn o) :-L :a � co � � icy to c to N cn 4 O cn v wl --4 -N (A.IwoNov ("c 24I--,�Iwl-LIcnIWII)INIt;jINl(jala)lc w --L w 0 V W C" N P%? O W m was-104�11mws�vcoCDc 4�L Cn 4 w-Ph w m N O w m 4 W 000 CC) *1CCDD o ov I coo 1 4I�I0INIwI4I4I4 1IoI!gII IVI000�-1 4;h-W0WW -40000WWWov 0-40W0r*J �y�R0 -40 0-P►IV 4�0—,1M N W Q7 a0 :0, N O 00 V 6 11 W�IWsLnN co[]�NCOLn ,wvNwW44,M-4W0 i w� tnwcrl��ivW� �o0�vD0 --4��oiv,00� 1 �Iol�lololI ?0 II -ntn0 ox 0 0) EL --1 >ca 0 z>� Cny D ii o = 2�>2XQ i r :3 :311 II • ? o I mm� rn a Xm mm" nCO CL 11 @ @ � Z pn ❑ z II cn j=i o 0 M II CO 7C C Z i Z ch 3 -< ❑CD I V N 11 CL i ;h,Cn II `I V1 fV (n w c > CCn Er 0 co 0 a alo ii �3 oa- C7 0 )D 11 CCDD N W d o Rio II o Cr II a moo II ;N.113CC) 3) C) II cD m :? II n 7 v I II N a ]0 I II a n I ❑a ❑; a� 2I ❑r Crnq- 3 N v w o I I c 11 3 cr � CD? Q co s° 00 0o 11 c �' c• Z @P II CD Q n cn m 11 ❑ cn 11 1 ra 3 rnWo11�@ N 00 o N " o II II moo II II I I I x F 11 0 CCL DO I I 11 N rL I I I 0 U X � II Cn --I CD II II II II II Lo 'o � co � CD � '0 r � � n� m awo s 1 II am co I ray'r c II p caClic 3 p II ° O � CD w m CD a s s 00 II ❑ cn0 m 1 ❑� -0❑ I 0<cuucnn0 m; n II � CD' ymcpn II ° o ( 1 II cn m cp o O II CD � � DO rt a i t °� CD cn ❑ 1i C CD 00 II cn M rn n N 0 cn w i i ca II I � o Q0 0 ro maw (n CD r- 0 3 a m cx m 0 0 c �,• � can � x 0 c �- •1vv, N CD Lit q0 CIO CA) oo N 3 cn W r m 0 raov m v� W N co r r I m m N C 3 i rn C7 _� nr C7 r Z -� m Cn C 0 a w� � 3 0 � � 0 � 0 N uvi c3 � _- m m CD ?o pv0°n=m C w � p°DDCD 0D) ? o warn o�ro Wti�o Z =r a� co w� OQ z z z r F"z� w o01 CD w� V D D D V s D U -AL n� )0 � D �i V L �c A c s C D c r sl�l-`�I(3)"CDMINI( MCA1(00M o. � 100 00 a" a) a) 00 CA K) -PL Oo 0o � - L o0 0 '- 4 o0 o iw 4'6 i CD N CD 0 0 N CJi CO N CY1 - 4 O N s 00 a) 4�6 00 0 C ri I OIololo1-4l< a v w O -sh 1 1 00 UI Ln 7 CJi . �Ot `} V cLn 1 00 1 rnl 4 y cn�i 010 a .p O s D s V 0 �I a �t :OAL Jv D D v D �A) D ME AIL 4 W N N N N i- CD N L" 00 C n W O 00 C 4-4000OD CA)c vrvoi-4 CD( -! C F) -4 (A N N N N) c w-4��``N�wCDcD Cb N CD 40L CA) 01 i Vi 0 ' I,Ililllll 0 •P O 0 CO S O N N c" o m 0 N CO o CD N 4 4 o� 00 DO c0 W i 0 yl 0 to v v 010 v o v ii -rl�p QX m N•a m Z > 0 -C cn 1 — F0=r _� �� n m❑ -00 f° ii v_,= ova _>M< ❑� CD ii �Q !?���m � � II mm C)(n 0 3Za am �� @@ 2.. pp Z i i 0C] D z cn0 Zi cn Q 0 m I C 7C Z 3 o (D I � II � Q � m n CA) _ II'�.� N s II a I 300000 Q M� � o)cnm s G 11 oo� 3 v � 52 0 ivoov o v v o; ii � c vowc � I : a Cr3 00 a7 ON v II CD > s W IV o II r+, 7 0 -.4 00 O II `C 0 I I a ao0000 �00v00 II cn ii .-cc nLa) o II 3 N0 CD 11 m F)4ww0000 1 II I I v x II -� 0 IV O II (D Q K) 4 II CD II a II Cr s D N 0) II C � CD L" C) II a Cc D-400 0 11 a< r N Z 11 @ DNOO(D0 CD Q II CA n 1vcn a �� m CD cn 0 0 a 11 CD A) -4CYI 0 n OCO 00 ii m 4 fV 0 " CD O II 1 II x o c bo 11ao. 4 � I II 0 m cn 11 II cn li Cn i II II it II II -4 � � as CCD r CA 0)� 11 CD CDD = 0 Gy CO ;:p fl 0 CCD 1 I I CL _ =r �' N 11 =3 0'+ C (D 07 II M Q c I l i 1 0 Cp U] ' CD CD 0 7 0o 0 m 4 00 II 0 cn m I ❑ ❑ ym0om 0 C ov 0) C7 II CD cn II II II II II ly II >m(n0 n � 00 n CD it cn m Co o. oi1i10 CD Z;v Cr. = �0c 0o v fV 4 W 11 m N 11 n' (nw m is 0 �. I I II I 1 0 rn m 3 CD 0 m 0 c CD d 0 3 ro 0 m r r � CD C 3 CD ° C� rua 2 vo 0 IDm -I z r v-4 0 -1 r 0 r -� n� , C) 3 ._ �CG C �0= �0 �o�D 0003 w CD CD :3� c r��� W� ��3 �3 �pOIpQ� °' t0. � z ❑ 0 `' CD a cl . Z z 0� (n U3 00 - z z Coll I� EEG N c r W 0 �I N 3I,01MI P J N c � v DooU 3Oc L CC) rx AME CDIc N I, C L C c Ck a C C sornc�nc0Dc0n00o0oc Q��Q7�W�CiD��t rno�o W0NW ;,1�W—LU1G]NNNNC -Loocn -IcDin lvOI N0•,aJN.4w oow( W 00 y+ CY) 00 w w40.1 co ( �4h-W0-.lCn4b-4 cn v to -P, ca � a) 4 NCD(.DC)roro ! I I 000rnv000� dri, 00 s 40 1�r 71 a � �a 0 Cn a 0 n Cn 0 W as 0 0 —L —L . Cl) -4 1 001 44, W 4 CD CD 0v+ �w 1�OD V )o D D V J -A D CD c 0c C 0c 0c CA C Cr 1oI-o'1A.14 CD�-I -PLC -4 Cn 0 CO c s CD N po co 4!6 N 4 0o •p iQ cD i -& c n N w e cn 4 0 Cn - n c.n�� �', IQ CA I -I 01N 1 :I coIv1v141 '37 II c/) p �-n 31°� m f �� z-iy 030 Cv c II a �'� Y ii 0��p�m0 1 O�mr0 ii- i.>.�mC❑ 110 m rCDCL cR 0' 11 mm 0Xm I a Ii C�CP7 °� 11 00 D Z ' 0cn =i .. II c I o 0 z Ii 3 m o in II I ••� CD =1 d W I D 11 m �o k ] N ]�NCr34%,Cn� N 1 N fV N. II a II II -ta >C/) II 0 rn�a� 0000. i-&�vr.0 CD. 0 II c ID 1 0'5? iI �3 00`� cn cn 3 K) 5 J o 11 3 w e 0 CAU"O II cD oP. 40 -4-ICAO II < k �`c 07 o II I N � 11 I o a 1 �0 0II ��000CDP. II CO allon�o a v 0 c II co 3 co cn 0 II m o• �10 L G)o u I I W �p 0 I. 11 �nCD CL ] r) I Qf II (D 1 II CL ; + Il e ❑ ❑ ❑CD CD �_ ❑ r %< II -, ' z a rn0w0 11 � c C a =I 11 , CO) 0 C�iD0�N�0 � W •I II C' (� N• z s O W 0II CD O I I a C j -n 1pcnCD 33 m CO =)7 s0-40m � w 0 3CD _ M 0 11 �k a)0) -Ijw0 11 If " Ii x Ii�� :-L m a n owo i i II 0❑--IXr- I II G) Cn II CD 11 11 II II II AwOD4wcn a]Nvo�11 II � m < @ � 0 -4004c _ , W � 11 a� � o QCD n II I d(nr 11 o_i`O 3 CD 03 IiCCD D0 m II D00000 , � Cl) m m II >musC7 0 0C oo toCD � A II CD II II II II >mcn0 3 O=r0 -�' CD cn CD CC D CD to � I II w CD `c IL m � C ii rn :37 Cl) °' ro C3 N II 0 Cl) iI cv 5. o ca I I O CD CD r•r C D CL 0 c CD 0 c N a � I co 0 IT! Ir r � m co C fD I I 0 p me c E 17, c c G t N c K) c CD #V r R: �c v� OD i v rn a� { L�I all D 0 i p 7 CD o 0 0 m p> > 3 c c i CID'C GA ? 2 cn 3( CD m e i N c M p ❑ �, r..� r. - l I� Z �U) � AffilaIMME6 a�010,010 0IIN KW N v 7 I OODD Rom] s N 0 v v v v o 0 0 i] O W G]'i 7 N IV i0 J CD GO cn j � Doc CD—00 °0CDc Co -4 � N O 001`1000-j14c "00o-400vl' CA) v�Ncn(Dr la) 0 40L1-4 -4 v1 c CA) c N c rn G PL c U1 c 4 a cnCDIwww�c cn 'v :A 0 rV o0 00r vl0IvlaI-4IEx vIvIvI0 C) v v 0 u1 0 1 cn 0 CA 6 4 0 0 00 om cc Q� [ 3 z �Ih A v� Z - 'a T C _ULd1 :3 c m Ia CD C) n Z r :) 0 v c D o v c � G3 G3 P i1 �I N L -4 -1k- C 0 v c o o c v o c 70 N c J W � Iq Owl "0 [ 0 0 4 0 0 W I cD U 1 I 00, 0 0 W W � 4hh CJ1 0o rn ca Iv cn 00 u1 w o OQ 11 s *-1 '416 v :-4 fV h3 tD �i cA4-4CD wCDasN IV d7 �I �7 Q7 W N N N IV oWPQ--4 W -A,0 IVu1' I���0°-0�00�w a: # 0W00CD0II � � 7N � � CD o 11 -00 z�y OU0 0?ate 0 i 0 2-Q-iX- ►i o� M. 1 r=-r 0 11 ���mCD ry �!?��mm vow - X oa 11 m^^rn 0 ch o F A -1 CL CD #I � a `CY 0.- Z can D 01 C/)0 =j z CA) 0 0 II [D C 7� Z � CD 1f CD 11 I 003 .... r40L CA) N 11 CL R 1 1 L H 0 I o 0 C ' C)v 000 i1i1 IoDv0000 z� 7—16 N�W00 > �- W ❑ Ln CA s 0�0 W -I 0 II II k m ❑ C Q CL❑ CD II 1 N I CL co o 500000 v v 11 U] 11 CD , ' I 7) 0 J1 47 0 N 0 � o too v -,co II �• � ,nvr VvCD�o CD 1 M 11 I II 0 CD I CL a II ❑ D D I Dr F �' � (D vlVrn4�o 11 aca o � DLviic;Doca-L o 11 � �• @N Z @ 0 , II cn m I cn 0 , 3 3 m11 i cc U) X.P. wvlsw-;o 11 CDc0-4CAbo 0 0 too 6 11 m '{ � coo 11 Ir 1i x 11 11 I 00—IX 1 W cn �I 11 cl) c I r I 11 I I I I 1-0 mGo 00 -4 x r rn Cn W 00 00 11 Q' GO Q n zII cn � a i 11 �oco�> 1cn Mw m 000D0 O 0 cn 11 I o D F >mcnom k 0 C co cn [ten ' ii to i 11 1r II 11 -� II '� >m[no 11 � =1 I Cn C ca o CD CD r* 0) I l =r (n w 1 II cn a N 11 ua II I I 1 o m 3 CID r+ m 0 0 C: VN k C CD a 1 3 I ro p C m r r CD N 3 CID Co m rl c rim CD Q w � N �" ro CO o,0 0 NCO N I II 0 w' CND 01 1 Q CO W V V s W sbo w cDCD000 C O v �PAL oil V I r p Di � I r 511 dF C Dc JC A [ »E, a i n (JI I 7 0 J s i W i 7 Cat r � 1 7 7 i J I a oc D� �1 I A� A D s D 3'] S w 0 W v ti 0 co 406 � j 0000 cvWV V Mwu� N cnNO00 IV00�0MW poo wwpcnscoLncc(o���k �Wcpaso0 N LLnn O Co � y CO � Cn � .A W 100 cco c cc n cIQ 4 n sLitwNNN"NWCAvfVONCD�N �- :N V CO Cn rQ C) W CO V IV w m 00 � IV C)� co � w wvcD w 000w0 ��cn � (Dc CDCF)N, 1I.LnNVi DoCn(DCDK)--&ClCD WI � Chit N cn 1 s W 00 1 I � o6vvoi C1v a y ow co {D O 0 0 Cn Cn W CA Cn Cn 44,' 4 IZ�L I Cn IM V 4�k, 4 fV 00 " -1 1 IVOC�t�WCDIVCO '(D i 3 I coon a 11 0 a �> mn o ii o = =�y270� r� II mC E;m Xm 0cn0 o ii I mm ^ CL II I @ 0 1 I 000 0 z cn CO II m C Z 3 cn -mC o 0° 11'11 I coo o' I Ccn 7 Nv�a�C= ,� ca avo o 00 0 f 000o0 a 11 �� o r rn ay OoO 000 cn ii =gym C) s 11 30 II @ 3 00O0 II II --In I a II CD ' II rL II CD I 11 a II I o I mTZ I I CD crns. 3 CD Cr s OW II C 11 � CD aca D N 00 N O 0 II CD C 11 N. Z �] CD (,@ p -n I I a I L C?t a 3 3 m l 1 cc ,1 �U I' �� II CD0)W0 11 =3 CD i I V o o a 11 ' LrII0oCD 11 II x II o II c II CID vocncn II —I CD II II II II II Ln L C"11� q) NCO II CD C C70m 0) co 'vLn ; II rL� CAD 3 (D Qn �c I I I at CL 3 I I I 0 cc cn -V moCD 11 CD 0 m 0 s 0 " cn I ° o ►� o ymcnnm 0C��� II-0 CD II N !v 11 11 11 11 11 `� ymcn0 I I cn7 3 0 0 co rn0 0 CID o 3 w' 11 CID I =eve I ur 75 CID T cn ,� I 0 cn cn 0 rn =. co I I f I z oc v C. c rn me c c mr s co mc _ C.1'1 0 m 0 � � r N• c CID n C c a r CID v 3 (D o N i C m 'con i cn c r r 3 r 0 aroi I 0 � I � 0 o CD ro ' = kl pIwIN DININ 3) (D rEn o D00 VCG o t 03 OD s S " v o O m e V cD :-4 [ 0 - W —L " N 0 c 00 00 co 0 cn r I W CO a7 OD CP - po s V o V c co O co CD Cn W c I Amr,ft-, rC3o 0 ��� I {° ; = 3 o i 0 CID ��� �' v iD m n 0 0,3CID c pQ wt Qro Ovti000 z°0 mac y ❑ v p1 pQ C13 CO 0•-ti �. : ca J (Q � � c n 0 c J I N 0 IN 6 ` V, 0 W 6 CA) 0 00 00 37 CTj Ch J Z. W N r )0o0Ncn00 h L1 O �a � to b) P i 00 Jx -4 -L -4 W D N d7 V W)o0 W N V 0 W0 W Oa W V � CO� ��l C}71-5N3, � U7 c -111 0 cn -N .11, -N -N w .1h, 0 -N c 110--1 VCArQ"0W000c WiQ66W--46i)c I oovvvovovvoi �cn 0 0 o a 00 00 :C� ti CD - le Am o0Q2Da;U ;K 030 , Cn a W �• 0 n ro v ii Z�> m � �Tusy j{ to 0 0(A 0=r � m ii �0 p�m0 < i1 °•� ='�y270p vro � m m 10 y CD mm 0Cl) C-) ; L � 1 z 00 °_ z 11 C/) o m Cr 13 Z m ,ccn r 1 3 ❑ -< CID 0Va)cn4h, CA) N� II a Ir 00c c o`aC D 0 0 0 0 �1 vWro � 0 0 0 0 II 0 CA0 - II �a ovna D00000000 s s z 0 O D o 11 3 3 O OTC a J N 0 cn N NN Oo 4�& -I Cn o II CD > W 4 a N W I N 0 ai I L 1cr d7 0 fN) �• C„? 0 N O. � o 3 0 o 0 0 0 o o a o 0 v l c k o o 0 0CID �c �v00000vo a N W� 6] l N) 4 s 0 13 3• 3 s 0) 00 00 w 0 w� 0 11 rCID =•* 19 I I m I] x II • n ij E CD U Q Q H 1� I ❑ ❑ ❑ CD CD m r� 0 o J N a 0 00 0� s N rn Ln j o GI d 7 t�D —I n N o 0 0 m sowsow000C7 V 4 N m Ch O i O it +w_F o O N O 11 C• ^ N• z ro 11 `ram 0n 'oc 33 m 0 N N W Cn W 0 II O s W 0 0 CD W N 0 I I Aro CID 0000 l� I I 1 ❑m II x 11 r •t o II C CIDCL II a L al f I1 00 Xr C) ca ch � cn I{ cl?ro 11 11 11 11 1I ����cn�cnN �]Cn00(fl�Cn�w r II v m 3 o 0goE CD fl CD I� � � C [�D r0r� CA a cn C 3 It cn T CD 1{ N• fr -I - ro 0 D O 0 o 00 mi 0 0 u 1E ' o � -n 11 11 � �i,� ❑ >mfnC-)m 5 1CIDC7C�C17 1-0 ' 11 m a] I I1 II II w< 11 `C n p 3 n 0.ro = cn (D 0 (n 110ro CID :3 IM (D � 03CID � C=7 w cn o = CCID 11 n �i cn a m �1 o cn _• I ccJI I 11 I I 0 CD m to CD CA v CD 0 CD rn' X 0 C CD CZ 0 3 CD 0 m r' r CD C I CD 3 VI b ti' D oo�� C CD 3:wCQ 33 ow(D o(D CL c Z� = rz 0° W N N CD Iv v F ,"]"a r, -PI,ICnICDII O) 1N) RIV N) OD s CD Gov V W :) v V 0 L N D C' IVIv��0C)00W 00W-4 p nco p N000pNpp 07 U1 0) 1 G] OQ Q7 w 0 0 IV W v J2W CD , Lfl Cd i C7 0 -4 " 0 Cis-4 woNo" WocnW " w � Cn W N N N N W m o -4 oo � IM A- y co 6 i o iu o w 6 CAD rQ NN14COP,CnNOcowcc�Nc.� wW Q wW,WODoDoWCnIV4 m i. _3L . 01 S 1 -.& r J OD C [ C) v Ri i p we 0 v"o D v v+ Ln N Cn L� 6 6 i W OD W + �0IQwCoc CDtnbLACn a CA .4,sCAo Co.0,N c CANCD4N a IV ul Cn IV [D C �6 :tIp. Cn _p, W Cn m 4oLI cn Cn 4 - 11 w O 0 Cn -1 w 4� 0 0[ n Pk--4 CO CD 0 0 0) in'iw CD DoCoo000C)00:04 Ifif .& 00 )o fV 0) � �IE v= 0 Nm 7 D 0 C oo 3: -o D � I031 I •, Fr � :j 4rCwo i I u K g m 0,maa mm OfJ)O s A a II I @lam .• II 100 o oZ o cn =� ( * o F (D i pr,,c z F Co m Z N _< 0 CD II = 11 j r : 03 X ' � N W �► Cn �i jj a i II I v o � Cn `C 14 N C C cn ovovo �� �� CD cn �v C� v�o cn oa�� o I 0�W o ii CD -V-0W ' •cwD N fl cr CA�a C CD w o a �ovC:pvvav �� .voc� CO 00 4 W O II 30 N ��wii,nv :A) cn C" s o 3 II 11 r=-r II ' I I m X II 1 i 0 II �• C i 11 II(DCL CD II a II o CD CD 0 :--I606VW CD o Q I = [D ED Uri v II � C ^^N Z o I I � U, ` U7 n pCD �3 m -4 o cn m CD (A III " co 000 CD 0 i i CD m CA N) to 0 II I I I C 11 o x II n II = c o. n I ❑a II � n 11 1 00 ;ur G7 W cn 4 I II �-�CD II II II I! II N�1O 11� �Co jj Q� np�lC. �or =1 sODODiV � k CD II -: c II QC7 �C I � a cn c 3 II cn p� 7o' in CD � ro o m i __.L _► _..i D00000v j -.& j I of I 0 N ii� o C0<coo C'� C (D II II II II (D�C II CD cn ([11 at cD C l II 0 c A C n (n0 .--� CD I N I! = II � I � cn a)I 1 En 0 II [D ' [p � II G I II G I O_ �[ 1 (D m I CO rn r D i 0 CD v C x n c CL a 3 3 I CD 0 ti m r � r I 3 I m CD N 0 cn 6 C 3 �n I 1 0 cD h] ro i CDo os °!� m 3 0 ro F 4 C iCD QaN Q� Q7NOvo 3 zi 10, Ov pp 0 0 Z ilolCI-C CrWrrni� olov+ 0 0 0 1 cool 00 CD I coo W Ln I -L 1 -L Nv0(DoDoo�! �y�4osCD 4 0 -! 0 W s W N0W-4 w 1v oa w w s Cn CA) 'W CA OD 101s14�6 rn �� Iv o Imo! 1 a� 11--:4)1 )D J + ICD (A I� Iw IN 1= �ivss'vClr r'vrv� �i �0v00c+ �000v+ J" Jh W 0 W W + 4 CD 00 -k W i Cr I O co �v o0 oa rn o N cr oD Cn Ow V 0 -4 -N im Q) R] 0 W "10 0-4 4 0 W CD R7 (n -i M � C 4%.100CD "-.40C Cn N) w W �I s Cn N CD 4%. co co C ` 0 - �lmwicD�wcDOD�oo��lNw R7 sCiiR]Wsw wwCnpOa cn I -L 1 0 0 v o c cn CD a v N to to lol�,o to Iv Iv I� Iv Ic II �m ❑ '_0 wmmxFnx0 D w ❑ D 10 II II i TIcna 0w Z�y 030 CO 0 en ii I �m� C)� 0 ii o CD�i>mo 12-I�=gyp_ { a (° ; M ii F ncno a 00 a ai II ^mm lt�► lt�► Z - Z Z II n n ❑ Z cn o cc zm cn 3CD a .� . . _ m i o -! 07 Cn 4�L W N Q II kOD II II vim► cn L C f s ro a M (n k 0-ACL:3 00000000o ruNNrvCL !I 3 oro�c 0 p CD Z 1 cDa�wvc`r,ovD,ao�6o CD ��, � CND 000 cn CO CO W C3 II C 0 cr o0 II , I I 11 cn s 5 CL 000000CD0�0 000CDo0vo0 D ii �ca N a caNWCn-lN��a o v v CD v 0 0 11 3 m 6=1 CO-4nn --� :-k o 6 o L0CAG)0 cn oro n do I I II II CD I II a 11 I v o m l li oc -n C N cr ? N W o DD Q7 N p s CDII s N a c a 1 Cv Cnaya�rnw� ��pp .p -4iV W o iV v cn 0 0 ww0 v II n � (C 11 D N S. 0 CA 11 0 cn I I11 �, cn 3 .3 3 m � = CO Cn s W 0 II :3 (D WCD�►wCncnvOD 'CD 1-4 Cn 00 s 0 II 0 II0 3• COCDvvW4�6 vOD0 11 I I x II C7 �a 11 n CD I iiroa II 00 -� , [A cn c II (n j�j II II II II I II CD �������0W OD 0 W 0 0 w Cn -! ca cc ...i r m� CD � � �� 10 W0 (O � 4 a iw -1 a ru 6) -4 v o w! II 3CD �c I I I CLcn v) � c � CD ii ovvovvvov k � cn 1 -n II ci 11 a 0<co((nm � II � CDII II II II 11 p� 11 >mcn0 11 n 3 0a 0.ro � I 11 cn a co vcn CD 11CU3 '2au0 0 c3D ` cn0 ? C �' II � • L7 II cn N CD 0 I I F I i a�K �o ro m� cn CD C ro � z D I a CD a C UV * s IV x 1 n C a N IIQ a w c� - W s 3 W O + 3 I m 0 vo Gov rfl-Lw r r I 3 0 ro O C � 3CD � m s s N 0 1 QD co 0 CD I ,j 00 � vv CD N II I ti a % W 1 1 � 1 s a o v o µ 1 0 I 0 -g :E w Cf) —1 -0 0 CC�r�C0 D p�CCC III� -ncnD�Q0 7vm w m�zy-7�a :w, 2 = , 0 o =r0EyD x� o ro CD C) 0 1= =r - vCUy�m4A0 oM W3ci'~0 �cr 0N nro Q7�0 m II ° i >m<❑ m =• CD CD CL 0 co 0 `� 0°; `' oa �. ioM Cr X ii m m 0 U) Q aZCo � -, �' �7 n� Cnpp�0 CL II Q @@ z oQ — z II ; 00 0 Z I z II Q cnch •—o ••I II c(D C z � � m o cnII ro I � � co II ` ,I m k �o N N I �. �y� s s s s s s s s s s N N) ) N 11 Q II C a w�LnO-4 W00 W�inOV W�[D0 MW�105- 11 C- CA pi 0 C 03 CCj) I I �r � � ,_1 v000000000000000vo00CD00o 0 oou NNNNNss-�sssss00000000 ll =1 O6CD co ri,����000u,��wti1v'vcnLn��c�i��v II � � a o oa(mcc)�0oocnN)0)M0o�000��oo-�0000a�v 11 co ��,� cvwivovti)c�w tacovc,ou,iv�oo 11 r+, 07 No co-4-4A-4W 0N)-4 A0CDOo#, CDWO II C W C] II i sA C a i� a 0 o 0 0 o o 0 0 0 C 0 0 0 0 0 o v v 0 0 o v o vv oov v►o O00000CD 00CD0CD0a0a�v0000ii ro aoa�v4v o�sC0C)00 ti i ii m 3 cnwNwN --4000WN i Na] coco0CD m Cn N s N cn 0 .� C." s Cn O N 0 W W CO W,, O C7 II D CD CD W N N 0 w '4J 0 C) CD CO Ln CA OD Jh. s -' co o 0) W 0 11 II 0 0 ii m 0 0 II _� n v o " ii3a O 0o N a I D CD m I II 0 m c II N. -[ �C Z i 0r ocDCDcDW-4-4M00 � 4-P6- I NS II m C D CD � s s CD s # co 0 W W 0 CD s Cn O s M:06 W 6 -I -I O 6:# CD I I � •� N j' NN w oowcnCncn WW0W WCn0sOo0sjO 11 C ca z i � cn N O s s N --A CD N s Cn 0 W Co -4 CA 0 -* 0 11 ro @ Q 11 I Ln Cn 0 CD � 3 3 m s I1 t co s � s Ln W N N N N W m m �! O N co N s Cn -I 0 0 W O II � 4(0Cni� vi�cD�i��,a�va�iv'voo:rio��'va'v it M CD���Oc w(DOCAOOwscnNVCnNCD00cDso 11 r-r W 0 -P6 W W Ct 0 0 W 0 Ln �I s 0 Ln s 1 07 C n N Ln CO s C) 11 � I I x II c C.) 0 v v ilia u, -4 i i i QCD i t 0 W I F II �j [n I II II II II III WN�WNIca ' p PCn4th.�4�WtnCA4 n4Li�W.P&4�WtnLnjj w co �% �r*Lr�D N�W!!�OflODD m �� 0WC00cnCh0"1= �=�� 'Cob boc0CA000NW-4Co4O D CoCo�n C II i N-r rCL - C II o co II cn p� I I II N• � � s u 0000s v000II m 0 m�0_uv o0o000000000000 a l I � I II ymcnoM .� cn cn -A N F II m C 0 C CO cn 03 0 co CA WI I Cv 11 11 I I I I II ymco00 3 0 0 r a -1 II {n � co o v o 0 m iiOco �Mm m 0 C: C) CD o I 11� m `c (n 0 II C N W N I 11 rt ro O ` 0 0o co 0 I II =r C� cn m m 0 Co �4-- — 444—L--- — I APPENDIX C 2012 TRAFFIC VOLUME SUMMARY a a D U) W 2 0 U LL 9 N N W m V W Z a z LL D C6 N W Se LLI IL C7 m M n M N Cr7 Od 07 n m r od r 00 M convvvoaaarnCOP-WrZanorcornv o0 m w n LO n r m 0 v m m m 0 00 0 v v N cr! N ❑ r D] w m N r m CD LCi v CV r to N T T r N r r T r r r r N r T 1 r O _ LC? CO Y qt r- to qT CD n 00 (M N r M N W O t- MN m (/mj n LO M cce) Cmr) co Ln I,- m 00 M M M 0 O r N n m 0 M CD M N w r T N Ln n ❑) OD w m on oo n m Ln M N r r co rn CO co to r N m M O N a) CV) a) O0 N Ce) o N m N a) n 0) n N a) CD 0 M 0) Ln N co N N N n n v v N a) n - 00 r 0 cD Z co v CO Ln m r N v CD 0) � �� n CD Ln LO Ln M M v N N T C5 r a7 d 0) T N [T3 r m M CO N N co 2 Lo 0 0 M v sd T N w m N T N N a r N C') a l- r LO C) 0 O 00 00 00 r N C"J cmLn O T M CD r` Ln v to Lo CD ' T M m a) 00 N O Q r r r r r T T r r - T co cD v m N r N T N r 1 a) 0 01 a) n 0 "1 N [0 n CD C' m I-Ln r— r- co Ln r m N co CD Cn a) M Lj] v w M r a) to Ln r CD r of Ln 0 M m M Ln N r to O r M Ln m m 1- n m o0 m 1- Ln M N N r O [d b •C LL M � m n 0 M LO m ~O � Lo CO Cno e(D v CLo � � M n M(D N 00 LC) [CO m Co 0) 0 � N Z Ln Ln M v cD r cy v cD r- m m m n m n LD M M M N r- T O7 0 T N v M v 0 m co CD N C7 0 ccn 0 M m 0 00 Ln r CO N LC] m m n m O in n M CD N 0 m Ln Q) m 0 cr) OD r- m N [D N M r M 0 CO 0 Ln LC) 0 w v r v m n M N N H r N Ln m CO Ln IT M N O r� r r r T r �--� r r r r r N r T 1 0 A 00 o m m y N r 00 T M LO M 0 LO v v Lo M M M m W i M a co Ln N Ln c0 N O r 0 M m n M" N d CI] CD r- M LO Ln m n n r- n m 0a 00 CD Ln C7 N N T 0) C D n CC] r m N Ln N r v a rn a) ~ m Li) Ln m r- r—a r—n rn a) r— CD m M 0M 0m0 v Z v v M v Ln O 0 N M Ln N m M r M v r n a CD M n 0 M CD Y r � m O 0 co v M CD 00 N 0 IT v P- L n v T" m r- CO m m� N N m v m CD m V. 00 m N 0) M 00 CD r N v m r M LC) ca LD 0 0 Mca LC) 0 00 MLD V N N 0 n r e- T r T r r r r T r N 1 r r` C) _ (D 0 m co ca N a) co N LD a) CO CO v Y Oa O 0 a) Ln 0 CO LO Ln N v n M N > M Cr? N cD M 05 r' a) 0 Ln 0 r r r r r�� n a m 0 m Nt 0) cQ U] T CV Ln CO n a7 07 0 m m 00 CD v M M r r a Y m U) Q) C m Ln Ln a) Cl) 0) Cn Ln CD N CD m c0 m CD m r-_C7 CD 0) v v Ln m Z v v v m CD m Lo M " r CV r` v m Ln Ln O M v M M CD m r v N r v cD n m- r-rCD cD N 00 00 CD v M N T Y co a m r M N v w v m N v m n co 000 v o m Lo r v m L i M o m 0 ti 0° ©ti m &0 Y o cn m m co 0) CV r rn Ln n co rn N N LS7 O T r T r r r r r T r r~ mNt N T N 00 r LD C) n 00 O n LC) CO CD 00 C) n 00 Ln N T Ce) Cr) CO v N CD N Cmri CV) cM Cf) v cr] v N M LD CO Ln n m T T 00 m r M v Ln C) m n n �, r Cr) Ln LO LO 00 0) 0) 00 0) M n CD Ln c'7 N r r m 0 Y Cp r Cl) a ~ M O [D n 00 00 to 0) Ln N cr) LO r-- M CD a v M Ord to m n v T C0 O CD T T M M M 00 m [D n M 0 LD m m m r qT cD Z Ln N CO u7 m V--N v Ln m m 1-w wCD m m m 0 v M N r T O a? r Cd CO CD O CD w CD m n M N r r N cQ Ln CD 0 M n Y CD v n n CD 0) m CD v 0 v N M M N LC) 0 a ti a`nd � m v m o m 0 Lo Lo LO co r- CD r CM m 1- v M co N r N ~ T r r T r r r r r r r N � L6 Cl 1 M T Ln n rn M m m m r—a m � CD 0 m m Ln T Ln O oo m M r oo M v v M CC] Ln CD vCF) C3) N (/? v v IT CV) co r c.y LD m 0o M 00 0) 0) 0ca r G O m r- C]) v CV 0 CD M P- V NM n L O T N m C7 M In T n N Ln v v co Z Ln N v CO Ln 0) m Ln cn CC) v LLi m Cr] N 0 N o I- a) r- 00 r 0 T to n r v LC) CD M n CD CO cD n n M CO V M N N O ti- C r V r M CD Ln L" i CD r V T 0 Cy V" Ln coN D LC) T M N M v M r N F- r M N 07 n Ln m 0 v a M Ln CD 0 Lo v N N O n O N Ln M 0 co m r r N v n 00 n Ln M N r N r r r r T r r r T T T r 0 1 a0 v (D to a n a) cr) 00 o N N m M rn co °) a 0 cn LO C'] Ln m � N Lo CD m no m ti CCOO CD LO v N N r � N 0 n i0 7 U7 m m LD m Qi LI] M N n v m 0 M 0 CD 0 00 r m LO co C)r 0 n T v— a] 00 Ce) C'] a) O r CD r-m N Z r M Co T Ca m m n co 0 LO Ln M v v N T T r• a) co C6 n ¢¢¢¢¢¢¢¢¢ a. m m m m a d a d 1 Cl = W r N M v Ln CD I-m 0 r N T N Cr? Ln cD n 00 m 2 r 2 ❑ N T L ❑ t ca LL O 0 LD 0) cn r LL - O m co N CV r C O c0 N i!J :3 0 v LL C c-uv H �Q o �� �- ¢QCD ¢daoaCDa r r * LC� ti N N LO w r IT m r n C'7 0] M r V n M O CV LC) CO C"7 C7 Cr] O n n 00 M m n O Lo v CO M N r N N 0 O n O LO O T i v O It CO IT N co LO n r CO N v CD 0 v m CV N N Ca CO m T 07 LC}' CV r r r r C11 r N N N N N N N N N N r r r 0 NV cocli N r C6 O m N n r n LIO LC7 0) r (D(D CID Ln CD L(] - 0) LO ti V LC7 n M n LL] It 00 � L (q r CO 0 c0 00 N COO 000 N M mt M CV r r N r O ti M M N N r- T r r r r r- r r n CO r M r r.+ m On] Z r CO T N N Or r rN,. �" N OTM OD co N CD T T m �. M 00 CD M cn O O O M V M O V M M'T w'T n CD CD N a N O N O n CV T N LO 00 CD La] O r LO M M 0 0 CD W M O Lo r O V O r- r r r r N n 0 O [0 N T _ N CV NI N N CV CV CV CV CV N r r r M � 1 o m M n� 0 N CD rn M N a 0 N n M N m n v a] m CDm LC 1 r N v cm ono c°r' C%J O0 m n CD C000 O N M LO CD ' co CI] r CO) 00 O Cn M N Cr) M M 0 n N N r r r r r r r r f r ti V - W r LL m GO CD r CO O �] N N LLB ~ O r LLO m M m 4T N M O7 M f0 N co r LO Z O] LCi LC] n r Cr] I*- O O M O Cr] L*] N T- N O n CD LO CY] CV �-- r r r r r �--- r r r r Cp r L(] r CO N M M CO IT M n N T n M Cn N t0 O rCNI N M V C0 N n v V a CO O 9T Cl) Cr) CO � n M �_ M u') CIO v N W r N LO W [*]_ M n m CO[O CO M 0? M CDM Cr? CD r r r N N N N N N N N N �- T T C*7 M C3] N CC7 C) _ _ O m CD Nr cn N M 00 C40 [v N M c�0 O [Or? OQ [[� M� r r T�� CD y @ V7 CU (D '� CO CO r cn 00 r T M M M N r r O] CD v m N r v- r v,- v-v,- v-- r r (p T T L ~ LNC] cn qT CO m Z N rn u] r cn oo O c0 00 n ti M a nODi Ohl o COD LC] (O n CD � CD r n M rn M LO M CO cn CO CO Li LO r N CO M M M M CO CO M Na) CD r r r r r T :-- n 4-M r r a-- M LC] O] N n O cV n v CD n r 0 00 r CO N a LO o) N M CV V N LO O CO r� Cr? (D M n CO m 00 cc n D] r r Cy r~ 1 n O O Ln O O O CO r- MCO O r d [L] CA] � CO � M Cr] n r a N O co r r r r N LLB T N N N CV N N CV CV N N T r r n LO N CDM MCd C'7 N m N r CO LC] O] O N N r— � COV cn COr? r rN-- 'T O M 00] m O 0 co Co 1 Cr] CV 0000 M N* W Cf} n O LC7 M n r cn CO 0) O N V V M cn N r Ca n MT qT cn r r T T T T T T r r T r CYO T N Co M m n CV N 00 N (D LO m V) � _ O n V Ll] CO ED cq V n a LO CD d O m cr] n M CO CD N O O Z n LO V LC] to T N n O Ca N M Cn N Cr7 r N N M (D (D V M r r r r r r r r r r O � O N (D IT [I- CD (D 00 Cn N V r CA 00 m f� CV V 0 0 n M W M V M r N CD r n 0 CO CD V T r 0 4 M Lo L LC? O n Lf)r N L[ a W r Cr] ti CO C) n r 0] N n n CV CO 0] O N N r~ 1 O r r r _ �-: CV N CV CV CV [V CV CV CV r T O (D I N CMry OD N O 1 M O O m m CD C7 LO 00 CD IT CV N n T M n 00 CO M [D N M r O V- n V-V WM N LO Lo Q N � [17LOM CO Lv] r. M CO N N M M r O n M CV CV r r r r r r r r r r r to r � r N N ~ N CO N N m T n r n v n LO CD N T O N tt m r Cc] n cr] CD cn CD Ca � CD CD (D r LC M 00 0 r� r N LO n CO M'r n co � Z n LOcnLOLOr CV n CM r N M N N MMN 0] n CO M N r r r r �-'� r r r r r tD r � r m .r n CD M M n O O N N_ M O� m T n F- 7 N M a a n c7 CL M ti Om]_ O_ 000_ F_ CD_ CMD CMr]_ N CNr] q m O n LO N 00 co N r 1 LCi N N NM CV N N N N T r r M N Mr r cn N CO O N N M CD cn N co r 0 r N Cnr] LL 7 O n r n [O r n n Cn n Lr`ri O 1 O O co LLOn v M CO L*a ao rn r v LO v O cn cn r P- u] M M T] r r r r r r r r r ti r L[j r C O RCT M O] M CO r 0] OO CD N-m CD Oq r- CO (M CA �7 r 00 CD CD O V M M M M COCr) CD O v [7] m CD M N et n Z n M O N Cy CO CDr N M M M N N N r CD n CONr M r r r r r r r r r r r n r � T .. LC) Cr] CD 07 CD n cn CA LO in 00 r CO v CD 0) N n M (0 n Lo 0] Co r 00 N Cr7 00 M r LC] n CO CD CO CO C0 O LC] 0 O (M N O O N T n O CO r n r Cr7 Cr) N Y CIO co r co 0] LC] N r �-- r M n *- r [V CV N CV CV CV r r r r Cl) Lf] CO N N cri N m CD N C3 Q O N n O CA LO W co LLn ((DD N N Cp 0000 Q o ti L� COD U-) Q] cn W) N- LO m (/) r CU M Lo CO T cn W) 00 O O T N r 0 QS OO CD N r r r r r r r r CV r r r- C D N m CO 00 N O n n LO CO) n cr] O n c*] rn r r N n N cn oo r LD M N CO LO j r O� O 0 co cn Z r n LC] d7 r CD 0] r cn T r r r (M CO n CO LO M N r r r T Lcm z = 2 o 0 Q Q Q Q Q Q Q Q a Q¢ D a a a a m m m a a a a ❑ w r N M V 0 (D rn oo rn a N •- N M v Lr) cD n 00 oy �� — m T N m � Ln LorIT co LO M 0 O N CV v CV O C17 Cr) M N N L �7 LL11.�. L _ Q oo���o ¢¢Nd�d m cv v 0) cv co O N N 1 a J a= w� 2 00 J 7 V LL Ll, V 9 w H ~ N v N rn m M N o� N T LD M 0 m t- 00 00 M N LO M Y Cy7 N O� 0 r CJ3 0 r - 0 O m CO CD M 1- sf CD C0 0 N 0 r- Cry V LO Cry M N CD 0 M M N 0 N 0 1- Ln V r N 0� N I' m Cr) N r r N LO CO r r N N CV N T CV C11 T r r r IZ r to Cn u J C�1 T 0 r 00 a N r o Ca CO r N m o 0 m N 0 CD CO CD Iq N ED n m r [� 0 O a] CD co CMD O 00 N CD cC') CD s- co v W CA r T r r r r r r 1- to Ln (D 1 C} N { L m 0 1- T 0 y! Z N N r m n r N M u7 r- 00 0) CO 00 1- OD M ti n cD CD �[7 CO C) r r r r [r] C�? N 0 Cr] v LO � v r- MCN � N r- LO LO ce) r N N RT ti 0 p [� a 0 N N 0 r 0 0 CO r [Nr] r► a Cr] 1- CO r CN N r r� 00 � N m 0 LO 1-0, r r r r CV NI cs N CN r Y r r 0 0 a m N N r qr 1 p CD CM V-- (7) CO r r r 0 p m 00 0" CD N C D CD COD V� N 00 1�- m co m co co LO N m co CD LO Cl} r (*] CD L0 as O] r r Y r r [O Cc7 '1t N N T r- 'D .c LL N ce) 0 r- CO O� CC) LO to a N O r� n r T N p ❑7 T 1- OD Z CD COO ti N m � CW) 1� O m aa) 0 Om] N 0) co O00 CD 000 (DD LO � M m � � r r r LO 00 CO n N N r LO N N V mt n 04 to N O CO pn N CC CD r- CD CO M N a N M qt Cr] N N Cr] Cyr? � rM- 000 Opp CmD r N n O �7 [0 a] t7) O7 a7 1� r Od CL7 [r� 0 N r r r N Ld N r r N N i 00 - 0 0 _ CL 7 T r m n 0~ M 0� 0 CD M r N N N M m m Cm t[D} c9 n 0 Q7 CD 00 CDi 00 C F) 0 O m 0 00 CnO 0 v m N r r N 0 CO r r 2 `- a 0 ' CV) ~ CD O0 coCD C m N CC] m N CC7 C?O CY7 0 T n In a W a M r--a C0 CD M 1- O N r 0 Cr] Ch a C0 m [0 C?S Q] [+] 7 to N Z C0 [Y] N M r C*7 CD 1- a 0J C3] 0 m CT! 0 m 1- LO V M N r N C7 T r to Ln rn LO 0 Cap LO N v 9T LO LO Lf7 N rn ca O a m a a ti m LO am M n n a N r a ce) M 00 a CO � CM 0 v ,i i N LL0 N 0o co �] C+3 N [D p C+7 CD T� a7 Lq 00 r` LO � 00 n � N T r T r N r r T r T r Y T T r T Y T N N 1 a) T LO o r M CD 0 m N Co I- co Cr] co Cr7 m CD 0 000 V m r- m 1- 0)m rn r cD v m >` a� r� v C*� r a m v � m U) Cn V IV LO [D Y Cr] CO 1- a m M M 00 0 M n CD M 0 V M N CAI O T3 r r N CD C (V .yam m Mr- r r Y 00 N V, LO 00 CD CV— Ni-- OD n M CY3 Cr] (J7 CD 00 r m Z CD cod co CO m N CD 1l- 00 0) a7 M OD 00 n 1- Cfl c[7 � CO N r 0 r r CD r r CO CD 0 n CD r Co a7 , CO M ,- CD LO N N 00 Cr3 as c0[] CO LO COD 0 v 0 a 0) �] r w V) CD (D co � ►� M CC% a] 0 0 Cr, 1� m r N CD Qy N I� m O] 1� n O0 cD O 00 CO M N Co ai N r r r r r r r^ r r r r CV r r 1 CD a�L CD _ r r CD M r v r- CD N Ca p N r N N CO 00 [0 CDCq Cm qT to LO IT N CD 0 CO C] CO " CND CO a CO CO m 0000 CD N M qT RT N a O 41: co r C7; CO r N C17 ~ Zco a N N n m co N IT o 1-RT 0 1-1- " 0 N a7 00 O000 NM N Cr)N N a] v cry I— [I- co CD C- 0 LO � cr7 O Oo 00 tt Cf) 1- 0 r N M W CD m w m a M 0) Cr) 00 CD LO It M N Y T v T r OD ED a 0 0 ili T Ln N 0 N ['7 n Cr] n m LO _ T Nt D 0 cr) oo CD O N f- 0 0 N V(D Ono 00 LO (D ti CO-V 7 CND N V t— N � r Y r N Wl 01 DO r- Cl7 M N N co N Cv T r 0 m W r- c*] N LO CC) M CC M r LO CD CV a7 r CO CO I"-V-C'7 CD CD C'] CDco LO v � c LO to m r- rn � rm- ti 000 n (D � COM M 0 r CD u? a' o m Y 7. 25 LO cr) m r M T (M j 1- CO CD 1- C3) N Cr) C11 CV n LO u7 a n m 0 co 0 n Cr] LO N CO N CD u3 CD N C'7 C*] Cr] 0 0 T a N w Cr] CD w 0 Z N C[7 Cj? r N V I,D n OD M a] GO 00 O0 M 00 CD 'T Ci M 04 r r r C co CN N a) 1- CO rn CO N— CD r a r-- Do co CD cD a 1- CD to tr r M N m a v N I- w c v Q7 ~ 0 CN CD T r 0 m LO Crl 00 CV CO 00 M 0 m Co CD Cl � a] CD LO [r7 r N T r r r M L000 r r r r CV r r r- r m N N r ' m O N v u7 M N r N N a? C3] a� r r- u7 00 CD O N N n Y o0 p p r� Y r 0 n M Co M r N 1� [� C0 O O m Cr? Cr] (j] r CD cC} CD CO 1- N N w n n C0 OO OO C]0 n li] u7 [r) N N r 1- CD N C Od 'O n _ r w N m 0 f- m a] CD Lf) LO CD 00 OD V LO NCY) V N_ LO am Z r Or CD Liz CD r r N CO a a M 00 1` CO LO V cf) 0 r 0 r Y rt r r r r N RT T Q p a d 0 ¢¢¢¢ a s rZ a a a a a = W N r N C r] V LO W 1- m M 0 r r N L O a 0 m co o o M V- � T Y N N N N C C7 ca 4) NL C 2 � V Q V li L C M � ~ i° T �d < (D ¢❑ N ca 00 O m ca ¢�ON0O t? TO KEY WEST TO MARATHON 19,832 18,457 17,391 179369 169324 121284 v o o Q 0 m °� o m O Q o J J W N W 2 Q U z d 0 2 y W Q w z m Y C=3 z ui N o z IL O z - 2012 EXHIBIT 1-1 TRAVEL TIME DELAY STUDY TWO WAY DAILY VOLUMES { MONROE COUNTY, FLORIDA US 1 - SUNDAY TO KEY WEST TO MARATHON I 229287 22l340 211221 20,501 1%051 i 15,016 OG u- m 0 m 0 d p w 1-- iu a z Q 0 0 ,� co a z Q w z m _ m � � z w �; 0 FL 0 z 2012 EXHIBIT 1-2 TRAVEL TIME DELAY STUDY TWO WAY DAILY VOLUMES i ov. MONROE COUNTY, FLORIDA US 1 — MONDAY TO KEY WEST TO MARATHON 00 22,194 22,36E 21,208 20,598 1 %20l 14,298 � J z D m 0 pC = o W y W 0 a � z 0 o z Q w z m V z W N D z FL H 0 z ` 2012 EXHIBIT 1-3 TRAVEL TIME DELAY STUDY TWO WAY DAILY VOLUMES N MONROE COUNTY, FLORIDA US 1 - TUESDAY 1 TO KEY WEST ❑ U- 0 m F_ J N w O z a U z FE 2 H w z TO MARATHON � a 0 w o m a � W z i=} p z u7 z W � z m w V � 0 z N 0 2012 EXHIBIT 1-4 r TRAVEL TIME DELAY STUDY TWO WAY DAILY VOLUMES . f MONROE COUNTY, FLORIDA US 1 - WEDNESDAY TO KEY WEST TO MARATHON 225210 22,066 209935 20j197 1%862 14,303 -A a o a LL m 0 m 0 w = p J H W Z = Lu c] W Z 0 z z p ? y w m C3 v Z Z ui 0 FL r o� 0 a 2012 EXHIBIT 1-5 l TRAVEL TIME DELAY STUDY TWO WAY DAILY VOLUMES MONROE COUNTY, FLORIDA US 'I - THURSDAY TO KEY WEST TO MARATHON 239725 22,535 2 219052 1,421 20,257 14,994 � w a aLu � m o°c 0 0 J m H W z = W z 0 ? N z a z m z L) z w a 2 � J a 0 z #2012 EXHIBIT 1-6 TRAVEL TIME DELAY STUDY TWO WAY DAILY VOLUMES MONROE COUNTY, FLORIDA US 'I - FRIDAY TO KEY WEST w +u o u- 0 m � J cn w 0 z a L) w z a 0 z TO MARATHON ft.- 0 � 0 m w 0 = ac zLu = w z � Q z m Lu z w c3 z 0 C6 J 2012 EXHIBIT 1-7 TRAVEL TIME DELAY STUDY TWO WAY DAILY VOLUMES MONROE COUNTY, FLORIDA I US 1 - SATURDAY APPENDIX D HISTORICAL COUNT DATA OPMMI- 13 CD ■ 0 F- z 0 J a c� ac 0 F- APPENDIX F. 20'12 TRAVEL 3Pi€EI3SUMMARY DATA,, AND STATISTICS J ' N � C7 Cr) Ap co (7i w L D Lr) S� 1J Q C) V, N Lj7 LLO O* V tb) d tr co �a N v a� •! d Q r 40 # r/lp N Z v D � O T- m U-j cn Q d ry T 0� 90 a % ) d a 03 r U) It 6� LO CO m r If) Lr) p o Lr) Q Ld LO CV) r Lf] Ln S� 00 a LUn v o� Q Ira LD L`7ci � 46A .d 40� LOU' OfyLt"$ La [r3 r a f Ln v �Y v cr) Q O s- r VO c Cn cn m .b❑ N .co,CD f` b461� DO L 7 U) ,S Q u7 co as 9> �7 d cD T o Ln v s II) ��1� CD Q7 C7 Lan v of o LD Ch ¢�•y 03 M aLb p r a .�4 r4 �Sl to LU) �aO �s d vO CD C ) O co L Lo uC77o CD N 0 Ln to �w va tt Ln � O r CD r C❑ tt Cr! O ff) �v CO N to CO r CO In Ln r Ln LMn in co N cc cd Ln v 't T.- Ln 't � M m cn La T- L~f) Ln 0)co Cp Ln LI) CD -q Q N � O r � Lo --t N 114, r a Ln Ln O w a r` 1� Ld M It r- O LT) V r � wl 1.0 M r 9T r LO LO N Cr) r Q Cr3 Cr) N r N r b r mD C) C = O L ¢ ❑ 7ti L t Q L L Z ❑ 'D ❑ ❑ L. U) �C Z CO) F- a Co LO 4) co ao LO v Ln D co vv CD CD v It N O CO CA '-0- -T CD ill cd co l*3 Cr3 r Lf) r p '7 v N[I- V) Ln N CO r C4 Iti N Ln Ifi to v 4 Do Ln IT Ln ti Cd C) co r Lo e-- Q Lf) Lo CD CO LL) u7 u7 [O 'tt N T CD � IT qr t` CV I'-- r Ln cn ad Cr7 � Lr3 r` cn LO w C) CD M Irlt cr) a N qv Ln �4- N U') LO M C) � � aD IT qq IT m M ry r r LT] Ln Kt C+) `rt M CV C6 � ly7 � CC r � uj CV Lo Lo a LK) LO Lo 03 C) LO LO Q r c7 Nr 0)m C6 C-i 0 Ln CD 1` r N Lf) LO V- N 6 Lri M m v co LO qT N lrlr v V- N Ln It Nr Co a v � r-co v '%t v LO LLn Lo r CD v O N Lto Lo Iq r CV N M (n r N_ M U -D 4ZY j a C C Q in O L❑ 0 j❑ ❑ U ❑ p 41 co C Z to EO U) T` ❑) {� Co a Cp CD N (D co ed Lq q co N --;r r- Cd r N CD r m Lf) N CO N LD v Q CC) N Ln T- cn Lo Q LO L6 Lfi Co r Lli Ln 1� M Ln Lli v Ln f` to CD OD ti m Qf LO ;R r et 4 to CA Cr) CD N V) In Ln C6 LI) LO r Q Ln Ca Lo Lo co ti u7 V) Co Q � T� Lf) v CZ) a Ln cD V N d Lo Lf) Ln ,-: CO w U) M Ln Ld Lf] Ln Ln Lo c❑ 4i) cr) N r O CD Lf) Cr) r LO u') Q U) [V 1-- m cn u7 CD u) 10 Ln Q 0 T Lf) Ln co rn Ln to m N r L7 Ln Lo Ca a Q) LO u') r M m Ln LO T- GQ cr;� LO fi7 1` Ln m 4 M V to 00 4 T` Nr qT 0 (a r C]) Lo Nr M CD O v Ln M r V) T Cd Ln m O N r v Ill IT cr) qT Q u7 CV TI- CV) 00 T� T� 'tii w Q r CO Ln (r) 0 � T" LO L` i CO N O [D LO co N IT Lo Ca Cri Cn Ll7 m Lf) Cd 1` Lf) LO r O Lf) Ln Q CF) CD CD T OD CD 00 � CV et co NT Cr) N 0) Ln � to N I� [A m v r CV ri M Ln a Tl- Q 9T O W M to N CA r co P- ti t` r cD r Cr) M co {o •' CC) ti N M CD M-� N Q LC) v Rt to Ln ti Lf] N C O r N r CO N N T- r � CC ) Ln N a M O C9 v M 0) Q Gi N N V, N C) N Go r Q qt r C4 M N co ti (N T-- cr) M M a) M r ID u7 a �t � V- O m N O v v� CD M lw N CO f` (r) v Cr) N CD O (D It Cr) coC Cl) N CA (� r M tt v M m w [7) T M � Co m T� m M CO N r LO LO Rt M to r Cto a) CD T- r Q I[� (6 a CV N Q to W)Q V- Co Q) N p- co Co O V 0) U) CO T-- N If) at In N O N v Ln et %q- Q CD OD 0) 0) N CV) 9T CO N ti p) a) � a It CD CO 00 T� M 9T O Q r f p li Cd LO rl N N � tt N qqt ❑) CD IT � CD Cb CD 4 Ln In CO Cf) Q Cr) Q Ln Lf) 0) r Ln tt .t Q O) I` CD Lf) C11 O O M, Ln It m T- CO OD 'tit It N m a Lf � LL7 V N CD CN Lf) CD CA LD C6 W") cq It Ld Lf) CD v LO Ln Ln r Lf) Ln T Co Lf) et O 4 Lf) Cf) O CV Ln co CV W3 Ln Co CO et qqr O L7i Ln v O fG Ca le u? �t O Q Ln C 4 OD a v Ln Ln T- r N Lf) Ln Lf) Ln Q Rr Q Lr) CD N Q T N Co Lo O V) m� Ln N Q CD (y) v Ln CD M CD 4 Lf) II) L CD Cy (1) Lf) Ln Ln If) Co C] r Ln tr) N N ICd t I* r ry a to C) Lf) O] N IT CO a r a) Lf) C) r r Lf) � Co OD ci ti LO Nr N cr) CO) T-- !` t` Lo -T Lf) CD O Lo O Lr) w Lo CV 0 [77 Lf) Lf) 'tit N Do lf) IT N T- T r Ln Ln N r� Lf) U) (N LC) Ld r-- u7 Lf) N Q r Lr) (D Lf) It*-v W tp� Ln m M CD T C*) C*) C7) C) O� Ce) N N M C?) CD CD T- co M N M N Co V N (r) N CAD O el (r) M O a) Ln ti M ["] Co CD CD 4 V) tt Co T� CV Cl) V tit o L6 kn N Q7 Lo LC) m C]) L4 Eli Ln Lf) r T LO Lo .* Cn CO O Cr) Lr) Lf) to Q N T Ln LO N Lo Lf) CD Ln ry CO Ln Lf) rn Q- Ln CD If) Cr] It Lf] W) N L1] in Ln r Ir) CV C"7 LD Lf) N(D CD Lf) u) CD N O Lf) Lf) LO m Ln U) 1` Q a P.:Cri Lf) Lf) N r Lr) If) Ln CD N Ln Ln CDCV) co W) q* � Q: O) C-;Ln Lq qw- T-- tt vi CON T� �t N r Lnm Q M v N O) CD O f` Kr C11 CV C*) QN f` Il7 Ill r N o v V Q a CO Cr) CD Gi cc;r (W) M O O Lfi M- CD r Lfi qr M � M T- a) CD O Cn N CQ 9T r CA r Lf) N O C� Qi V M T- ❑) ti Q �Lf) iD CD It Lf) Ir 03 T- ❑) M CD LC7 � co Cr] Q 03 Ln C) Cy Ifi C; � N {' r Q Cn a qr V r N r N LD CO Lo v It co Co u) Q v Ln Cr] 1` It"T CV CC) CA v V- Co f` LO Cf) v�T CQ a) Cr3 CD IT V- Cy? Cr) Cl) O � Cf) 03 Lo Ln v Nr � r r r LA q* N Ln C ] r C7 00 co C�] t` (14 a) O CD Q m Co CD Lf3 M v Q CV r N CV Tl_ Lf) Q) I%t � a N CD CO 'tit ti 00 � iri r fD ITL�n 1` Cr) cd M N �� r Lf3 O) vv Lr) CC) V CO � Lo C6 Ln CV � Ln It N M TO LO G7 N M C❑ co ci Q N Ln N ti O Ln LO Ln OD N 1` O N CO � Ln CD v ,Kr t � IV [D v Lo O) C15 00 Lr) V, Cy Ln Q M LO Ln 1,- Co r Cr) Lf) v Ln Lf) N C7 Lr) Lf) p r C]i Lf) Nr Lf] Ln CO v Nr V) Ln r N qT m LO Lf) Ln Co ,t N LI) Lf] CO m It w Ln Lf) T- N Co Cr] v Ln CR lg� Go CO) LIB qRt as rnr7 C6 ce) NQ �� u?co �� �N �� rr- LO aQ A�� MN 0(D QCr) Nr i� O U LO r -q O CD m Lf) T-- Q Lf] CD Lf) m C6 C3i In Lr) co CO m I` Ln Lf) a) co ai M LC') LL7 C7 CD CD CN LO Ln T- CY) CO u7 Lf) Ln CO m Q CI7 Lr) LO r O) tt CD Ln Lo O w T` C7 LO Lo Lii t M N CMr) v M r CMr) CD r Lr) N CO O) Cr] N O C~ fQr3 N Q) N coa Co Cl) 03 N (3) etLO � Cyr) t` Cry) � + � (V r 0! C C 0 lTj QC nU7 Cy a C C CN7 �-0 Q CN ~ co C C Q7a 7 ❑ O a C C N d) C C a� 7 CN T Q C� O Q« N r r�� A7 ❑❑ N N-0� C� 7 O❑ r 0C 4L C} -C L Z.q O 7tit = m Z U) m� a =7 ❑ Z ❑ Z o C LD OO �¢ Z -0 w U) -0 o[ 1pC` -0 -0 LUp (D❑ cZ� �a�+ LC �Vd+� U) COU7 = 0 0 -a CIO t-- QD 0- CO r CO 0 a) 0 C13 cn r Q r o 0 d 0 ' r 1 1 1 1 1 1 0 rn a OD L L. cts (D • 0 LO O IT 0 0 N 0 r O Lci o 0 o U"i o U') o u-i C� CO LO LO �t qT M co N (HdW) paadg ueipaw ?C CV r Z w UN C N a 0_ 5 U) N r 0 N r 0 C 0 U N 0 L C 0 w J_ L.L v N r CD v r a v T N CD DO 14, oO v v Co ti co CD r co � L �C7 � L. � 5 G o � co co v co co N LO N N v v v C) C) o v v v v v v v v o o ui o u i o LO v u7 o u6 o L6 o Li o f` CD Co LO W) ql- 114- co m N N r r (HdW) paads aBeaand APPENDIX F COMPARISONS OF HISTORICAL TRAVEL SPEED DATA 2012 r O) CD Cr7 u7 cD O) N r Ol m V m W d r ml CD Q n m m V r r m r r N n V Q N m (`] V m m m v to v c0 m N� (D m r W W m Cn N m v W �r W DMMtoU,)mVL Loon ravo nnlD(pcOLnLnLnLncDr� a Mmmmmcommr-mm m uirNNW acDvi.�ma�r� UUUUUUUUUUUU drrn(Dvl.mmvrrmrr V 47,4 V V V Q L V V V V V V V V V V Q C P V tl V V V V V V V V V V p d m V V V Crl V V m C'7 V m V T r i Ctir N r r r p O P a r N r p •4v rnNrwaaLnnwmcn r- Nu7mrdmLnm wmmLnn� advmvwvavr�-vmdr rmCiCl! UL 7mmVmWnm QQQaQZ¢QQQQQ QQ3cv QQQdQQQQQZZZQ Ln0mrN v[0 CD1--ti0Cdd� r-u7rA �N(6(p r�mmNmr rOmLnr`N rN V VN Cy mmLP)mmU)O)(dmmmiaa� ZZZ���ZZ22t Z<G<Z�Z<< M U) V Ln Lr) w Ln U) LP) U7 w Ln r to LP) Q Ln U) Lo U) U7 U) Ln U) Ln P W CO to 0 LO CD W w W W (D (D �' � m V V V v V v m V V— mr T a O �J m r p N N N LD m) r- V m V N sy N V n r m r a V a n r m m V m m N W Lo n w 0 O a m d a O m N Ln m a r m O C7 m ¢¢¢QW WU❑❑❑mU aNrCDm nNmu7n W Wr CVNaNmnvvu)N m mm(pOio�mL(iLJ7arnLnr Ip BCD vNaviLTir`Nv 4Lrim� Q NC7rri r4¢ U) LO Ln Ln m m V V -r V V V Ln Ln Ln u7 m m V V v V LC'L v r M LO Ln Ln LD Ln v 0 m U) W (D r re] V V Lr) N N m N N N r (r7 �` m L Cr7 CV mr- -dnv mNNmry mmmvv r-mr.Ln W 7U) MMC3W ddrnNv mrnv ¢¢¢¢¢¢¢Q¢¢Qd NrtlEDrCr M m v�:+ N .. Cy til`L CD r CA N t` P 47 cr) 1p t• u� UI CLa [O W f` U7 V CD CO m (p V] v Lr) m -W � r Cp v ui LD v Ln u7 V uT m U) n N� o r V 0 CV CD m u7 C3 N r µ V m CY C] m W m) CD N a m �� .y V V V V Q V 't V V V V V r V V V V V V a V V V V V U7 Ln Ln Ln M o u) Q U) Ln Ln u7 r r r y4� �! r ED LP) W W V N rD r r O) W f~ n n W n N to m a n m m CD n r Ln r m m m) n Lr) m N m N n W N •• N r W W a V r m V CCL m W m 0 mMr- m 0 W wa W moa W W1,COr--m mI-- ccLmCoQ) ¢¢¢¢¢¢¢Q¢¢¢ NvNr- r(DnvamrmNL V V V tl V V V V U) V V L V V V V V V V tl V V V V di a W UM) U) uul M to tr) Ua) M n LC ] LO N� m r r N n r uT m [*) V V V 1� � m m n n I-- d m I-- m m m 6 Q n+ }q N ti N N V r ti n m to r m M ❑) LO m CD m m N V Cl m m m � N W m W N u) U) a n m d N O V La W n a r W d LD m co n m W LD Cl r (D [A m Ln r tl (O W v dv W a m r l7 r W W a O r_ p UP m V V m V V V m m V V V N d Q V tt lT) V V v m v V V v a m V tD LD V V V 4] tl V V Lmn n r i'F N ry [n N N N (•a) N N [nN Cr [V �L'F m m m U m m m [? U m m [G Ln V (r7 m y Ln N m V U7 u1 a ■rF �4 to M n (D N W V V W m N N Ln V !• W V m N m a r n O1 n W d V n r- m m m [7) CD r n N m N d(D m N N tl CD [D a o V O n V r r a - --mmV raa 0) 0) 0]na NU]NmN Nr of r{ NCD mm m mpamP-m n co m U]n rLn CD O)CD rd UU¢¢¢¢¢¢¢¢¢ v r- V V V l'7 tl V V V [Y'1 [r7 m m V tt M17 tl V V V V V V V C+7 CC] V V m U) W Ln tl Lr7 Ln U) V r N N r r [+) N r r N N O N r m r m m m Ol m m Ln (V �q *0 0 10. r) i V CO n m O) O kO W tl r Cp Ln (n ai Cr= r- m v m r V CD r m V N N r ,D r V V W 47 m N m n n r CD C+7 0 MM n N N m U) n v W m r CO N U U U U U U U❑ U U U U N V m m [p [7! r V V m n n r co - a a C) m) r r D Ci Q O r � a N d ma r-- r- U) n Ln Ln r-- t- w Ln W Ln N m v cn in O Ln U) n N m V V V m V V mCr] tl V v V a V V V V V V V m tl V V V V V V V V V V v V V Ln tl Cr) m N m m m r m (n N Ch (14 V V a m CD Cr) Ln CA ((7 CD N V d} N N CD U) p O r m d N a d p +n r V Cn ct d m u7 Cr) N r CO Ln mC:p (D N r- N CA V m7 W N N co_ r V d W ❑ ❑ ❑ ❑ ❑ U ❑ ❑ ❑ ❑ [A [7) lr7 CD r N c-- N r [A r r a r m [AQ)nUlJi mnmmmO�{� LnmQi W amC7�rnmdO vmLnvLT(DrhmwnNUjCMp W mrQldLDdrp (Omm �Od paQdrQC7d V V tl V 4 V V V V tl V u'L tl V V v m V Ln V V V m LO Y U) U) U) to In in w m U) U) Ln CD C L m m V m V m V m a N N V Q h r h fD O M N N r r U) n V W 0 N CD N V O r a d U) r Ln m m N N a W n (D d m CD W r N a m N Ln (y r CD m Ln m m n * m m) C7i r d m m) a CA a p d m m Q) Cn a a d r r p r- (p n V u7 V co co i- u7 (D CD c" p V (D N Ln N Ln Ln CV CD n a C7i MCND �y ❑❑ ❑ U U U❑❑ C} ❑ U 1.7 r d r n CD � � p d p a s r''1 tl V Q U] LP) U) V V Ln V u) Ln V V v Ln Low V Ln Ln M Ln Ln U) W,)W Ln Ln M m w U) W Ln Ln m V V V V t1 v m m V m V T T @4 V W N V m CD V V n Ln v V a (0 Co N r C7 m m .-- W m Cr) In Ln v m V V r a CD CD a r m m m� r f{ CD r r CO CO N to CO r m v CV Ln (rx COm m U m (.] COU m m� Cl� ID N N m m ['7 r m d m W Ln V +k Nt N �NOIN Nv NNLri [11�NONNCYtI oLbtiCD V aa(D[0�m W (pmLn ��nnfDmNCDn mr� VNwNmrvmroLl7ary U") Ln Ln 7 Ln LPL U) V Ln Ln m Ln d r Ln Ln U) u7 LO U) U) m m m w m a r W Ln m m U7 CD LD u7 U) Cp u") U7 N 'r'" V V m V v V CO V V V V m �° ;u% C7 m m m V U) a '0 N r Cp m W 0 N Ca n a m V m m) CD v d d r�� N m Ln V v a W n m v m m w� N v U) CA 1• Lr) r Ln_ m m m) n m w U) N LO W m V v r m u7 to 0 n v mm-4om m . 4 N v mo mm QrNm riv6Q0 rV WanN nm rrWm co rDi CpP- LDa M N r-Nr-M UmmumUmmmUmm Ln U) LO M W Ln Ln U) M U) M M Lr W Ln LC7 Ln Ln M Ln U) U) LA Ln to CJ O W W n CD U) (D (D U) in 0 W Lo � V V V m V V m N V 14' V VN m m C7 m N m m m N Cr) V Q O Taa �a V Vmmn m mmrdmmr amNMrl-mmU)mmnmmr I-T MM DvaU)W tlEnmCpCD ,--0U)(7CaW LnCDNCDdtocc Lpm)WvmpvtivPW V and rrMMaaomodaao +=r_amc)bmaaara r�raovvmr��uiriv(o UU❑UUUU❑UUUU Ln Ln V V Ln U7 Ln V Ln LJ7 CO LI! L ¢ U) U) V m LO Ln m V m LO Ln m Ln (D Ln U) m U) U) M Ln Ln W U) CV V V m V� V V M qT V V V i ID rV N CV a a r d Q, a r d r a r G� ! W m V V m m r M N d r� V n N m n d N N N W r� o CD r m d V Lm V m Ln N N m CO N m m r a r r m) r ml CO ual cpv'na ¢¢QQQ4QQQQ¢ r-vl-N(+7naNNN W rim. LD nmmmm mmmmmm rCt mmmmm mcr)c mmC.]M pr arNvNT w'T VrvrV ��,. Lr)rmri �OantDmLnNui,r vvv[OLrimvmmmc7Ula�y, m m (r7 m rrl m m m cr) co m m a + m Cr1 m m m m [*] m m m [•) [•] v Ln V V V V V V V V V Ln V N m N cr) m m m r CV N N Cr) C r r r r r r r r r r r r r rmm"m mNLnnNm m rrr m—mvr rmCDr(r! w mmaM mV o WLntoU,)NMM ttrm V (r7 WM-MM W W{y Ummmmmm¢UmU acOcnrncDLD vrm Wa)r�m V m m m V U) V V N tl m .» r m LO m u) W m m CD m y N (+7 r r„ m r m W U) V O] V m r m [71 CD O) [p [A U] CD In N m fD p [r7 V Cr7 V U) tt m (D N cr7 n r Ln m m U) LO Ln Ln U) U) m Ln Ln U) U) m to Ln Ln LD m LO Ln Ln M L Ln 0 rA U) U) CD CD CD Ln CD m CD � � V V V V V tl V m V V V V I , oy $ p tl rmnr m mr,-Lnvr_nr`p Lnvmnmrm(pMNNnrN (Dram mdn V anmrmia mmm mmr-d mrtiV CD VO. CV (ri co r N V Cr) r CY -a-V a C 7 m m N V V N N V cn V m) n w CO v m W rn m n 6 Ni m m m n (D m 6 Nr U] C7 w V LPL m m ¢ m m¢¢ m m¢ m W W N r n Ln n a M CD CD Ln Ln U) U) U) LO LD Ln (n u7 U) LP) m m W U) m w Ln m m In to Ln d P m W LO Ln U) m w m u7 m m CD N¢ r V V V V tr m m m V N V Cr7 Cr7 Ln u7 [0 V V m CD U) V CD u7 n 4 'r Sa V CO (N Cr) a 0) CO r N N m Ln V r N n r- m 1- C? a V V n v m LO f-b d V V r Q) CD cD v V m) CD V U) (`+r N U) d CO m r m N nr--Mto) (DnMn - MN m[n [D 117 W V rmr-fDoaaERVnmN0m mmmmmmLr)mmmmmP mmmmmmmcOL Mmcga� toLOWu)NLr;vvu)LDmdoa a(DNN f�(H v rD UUUU❑t]U❑UU❑4lr m m m m Cr) m (*) m m m cr7 m V V V V ci Ln tl V V V V V N r m r W m Cy CV m) N m r m Vi N N a ry N r Ca r N N u) p r fo °! * [p n N lr] rD m In [O V r N d i N V a Ln m [p r N W CC] N n CD r Cr) m v v m N m N CD V N m W V n m tl Clm p m n tl p a mr r n r vvWrl- vvv�m v S7 r-coNwr- EricOn I-(Dr--ariN a �NNmNMLriMNniad �Nm mm) Lr) [] V CD h tri N n m r-omimmrWmr ¢¢¢Q¢¢¢¢¢Q¢¢ vvvvvvvvvvvv L LnM LOWLnLnInWp Dlnro mvmrrmmmnvm c r-wt,. ator-wr-wmr- r-o AFL Rd� u7 (D V U) r Cn a LLB N r- m m p M W m W V n 0) Ln (D T, CD_ a m W 0 n V N Cp n_ r m Q m r r-- a Ln 4 4n n W w m n U) c0 m CD r- t` ti to n CD 10 Q t` :+ m CD m n r� m cD r� m (D r� r N n N O CD Lr] cri N [y 4 - CO 6 m Cq m ¢ ¢ ¢ m ¢ m ¢ ¢ rC m [A O1 r N CU co m [A N W a 'rF V tl V V V V V V V V V V P a tl V V V V V tl a V V V V u7 co y7 u') Ln LC] Ln Ln U] u7 L17 Ln LC] a C V V V V em') v m Cmr) M V m d d Lri ui V n n U) n 1f7 [D CA n Q ,p W r m C7 m n N V m V V n m cn N n m) n v CD n r- v m CD m m R n r cu O N W m M W N v W V e4 W CD m Cr) O W m m Q m r W W d N u7 •� N m r N N m W r a m (D Ln Ln Ln LPL CD U) w U7 tl v Cy m V CD m et m U) m m co Ln U) V r L O) N N 0) cf pi m m) N Cy N V r O CD (ri m CY lD r O m LD C0 m m m m m m m m LL } tt V V V V V tl 'tit V V V V V V V V V V V V v V a V L V Ln Ln Ln V to to U) CD V LD u7 L m V V Cr) N m V 8 (n V N V) I� V Cr7 v) V in U) LL7 Ln V7 V u) Q � 1� %J V Cr7 CY tl W m m N U) N rn V p m N V m r Q h U) r m r Ln r Cp Ln v W m C� [p r a a W CO r CD CO r r N r CD r a r m m m m mrm a * ror�nP�6C6Cdr-r`r-r--m LoW r- r- W Wmm�Wn VLr) ( (Dv m Ln Nm((yymC)0V(Dwr-NN mm¢m¢¢¢¢QQQQ V m a [A W N r m d Ln r C17 V V V V V V V V V V tl tl i V V V V V V V V V V V V i N Ln U) Ln U) Ln m u! Ln Ln Ln M m L r V V V' V m V V M N m a V ai (P V LD Cn 0 CD r- r- C8 n CD r.: m r F+ LP a m m V M r r V Y W d d m 4* V n d m N W r rb m m cA N m CN Cr7 m M N (A Ln Ln N O m) N V d N d N W W W Ln W m (D (D LP) Cp f,:t`CD[Dr- mC9GO' nmmr (p(DLY7(Dr-nm(Drno�t7ip L(iacridCDr`rvNLnv (y d MWr—W 0 CjWNON � vvvvv vvvvvvv vvvvvvvvvvvv Lnmmm LnLnu)mmmu,)w� L UmU❑❑UU❑C3U U W Nmm)tlNLnrf�COCr}Lnmr V tl d N m Cr) V m V V m V J d' T m N CD W N d W n U7 V Ln M N M 1p m m tl [D N r CA n m m d N m W W U) M N a m r V r N n d f0 W m N V v tp d m n LO n W m Y"F p N n W d CA Ln co r n N V N N N r r N N m N N m i3 N N N N r CV CV a m CN r m Lj Q co n W Ln W r- m M r O) W W m m U] m V m U] 0 m m m (D N m m U U U U U U m u o m �± Ly U7 Lr) 1f7 Ln Ln U7 U) V In lr7 Ln Ln 4 U] U) y7 Ln Ln U) U) U) Lr] Ln Ln u'f L Ln u7 m m m m U) LO (D U) U) 0 r V V (r7 V � a V Cr7 N V V V I� m cr) N N CV N N r V N r cr'i r m m u a N rn W rNm r(DmTU3 ) W N C7CAW con NNnr yr dnrrrdcDO3mmrnLnNM UU❑flUUU❑UUU�m Nr�m W tOrrtQam)u7 V(DO " � r Q r n Cp [p +f � r (r7 [A U7 O1 n N m [p N Cr) V V Ln N CO tp V CD L17 Ln m 4 } u7 LC7 m N Ln Ui [D V rD U] m a N or m C7) v m V m fb CQ Ln F� d V CO m m m d Q m N n m n h'� p a '; N a d r a r CD 6 Cr) p '^ V V V V V V V V V V tl V Q tl V V V V V tl V V r Ln U7 V tl lC7 Ln tl U) U] 1J7 Cr7 r m m m V L'7 m N m m m r t , L , , +131 �j a m N V U) m [D v m r- d V m n Lr7 m� m N a r CCI V pL Ln Lo Ln n r m) N Ln Q Q r d a m r V (D r [D m N W OL W a a r'► C5 v m n r m m r N fO V Ln a V L(DmI,--uU7LvnumiLnuviLnn(co o0] 1:3 a uW)LiLmoLmnlnnLnnttoODCDrr`n0) a vNrrMtOOMNLOrrM r arvcr) (DrmCDW V WmN'r ¢¢¢Qm¢¢¢¢¢¢� d� Laca(pcDln(DSDLncOcu(�ta vU)LO 1;31 in VVm •' ncoI%- wcoWtowwr- _ r� m n n V CD W U7 W r,- d cr) r a r` d N ti M N N d CO cr) CD m r m a m W v m v m) n n CO W m m r m (D CO Ln a V U) r LO N Er) a d� o N n CD N N P m ['7 CO co r r mNCtiIV m CM LntlLnaN Nmvv V rCDNto V) VrV nNw 117n Vaa)v-;ir-' {y artld V ((''yy CACDm CD mmmmmmmmm¢m prNN N amrN�q �i m m m CrT rr) m m N m m Lr) m L m m m m ['7 Cr7 m m m Cr7 m m V V V V V V v V m V tt Ln N N r CN N r (y r N N N r r r r r m r m) W r r r r f L _ N � � N a N r a col W h [O Ln C'7 N r W N r C7 pl W F- pD in V m N r u► E N r d M m n 9 M V m N � cM r a Ol W n Ln V 07 N r N � N r d al [D Ln V m N� E r r r Ca a O a O p a m r r r p p 0 d C7 a d d CR r r d O O d d Cl d a d O �` N r a m coW n 1p u7 V m N r r Q G d d d O p p p d a d C p 0 0 d d CO p 0 a d a p C O O a a d a a d a p O Cl Y' r r a a a 0 0 a a col r r r a Ca O O d d O r r r d d a c� C.7 La p d d N N N N N N N N N N N N Q O d d d [? a d d d d O G C 0 O d a d a a a d O a p p p d P 4 a p a d 0 m a t L N N N N ry N N N N N N N L t N N N N N N N N N N N N N CN N N N N N N N N N M �. N N N N N N N N N N N d Y + N CV CV N N N N N N N N N I U UST 00 U t�L APPENDIX G LEVEL OF SERVICE AND RESERVE CAPACITY V a CL a c� w w w Z a w C] w N LL 0 J w w J N Io NN 4 p it J � ��Q<1 ¢¢ Q Q¢ Q v Q Q CD Q Q—— Z Z t[J z z Z z z 0} II Z Z Z Z Z Z Z Z Z z Z Z Z T � o � -� I a w Ir N m IN W I UJ 00 r +, N � coLO lil �_to r t r *� �� OD0 'r {�=J C14 00. 0 t" M � r- i�1l i j ON7 V)T I-- -..r L77 (D T 0) M N r 0 N CD cocl [V N (D QN si77 cis 4*I {V r > X Z U 0 Q o a a a a a a¢ a a_ a a a 0 a a a a a a _ _ z z z z z z oz z z w � o d w m N u1 0 > N Ln M w W 2 T N M t O M �3 N M ti w w N '`` 00 M N M w w N w CL 00 ti I- #? W w 0. O 1` M r C%4 C;l r iD # r y tCh _ N T Sal r �'' r -J Y t 4 v r } LLJ ❑ . LY w T r o y? O 0 N M "C co an ce q o� N Do � cy 0 c�i r CD 0 LL7 CO r LU CLO LWI} 0 ti r M M 6 O N L6 r nj N w Fcn m � a �Ulm ❑W0UM<aQ o m a �mrvmmmaL] Z J p a w l N "� ~ 0 0 M O I fl• M O O (D N N III M M ti M N M N c7 6 O r Y 00 O� IO 7 W LO Ln LO M r LO W N a V- I W II 0 0 co CO 0 o LO o r CD M N M C6 r O 0 0 O N []7 LO t[7 Ch M 0 [V M M a Q Q ¢ LQ¢ Q Q Q C Q r to Q. ~——— ••� 1❑oz� Q Q Q Q N 1--�z(�z zz �zzzzzzMNMz Q IL 2� z z z z in pL 0) G'1 r M r O O 0 r v N 0 �n a 0 o v 0 N O � WM LO G40 CV u7 Lf) LO UD L6 cll LO N It � qt � LO L{� 0 L LM MT It NQ M l[7 LO LC? Nr ce) ❑ M o n Lu Lon LO o 0 IL E J M y ,' O LO ,` O u"`-, �' — LO — — v u� Ln LC� to L[7 L[7 u7 L(] u7 LO co c) LO � 't � LO n �n u�`-� �n n �n Ln Ln n n 'n LOLn Lt] L(] [r3 [r7 U ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ J O J a - - - J J J ' ' ' N N N N C� ' + + � N N N N [�l N N N CN N N N = �► r W LO w �] L[] N t+7 r 0 00 r 0 00 0 00 N CV �y nj r L[] 00 CO (D U) co N CV N Ctl co J �0 OLO O CO LO to 6 `�' ci 0 L i o 6 Ln ` 0 ti t `� � to '� N � ' LC) f- CID � �, r o + 0 M EeJ N 0 L(71 CJ O i Y C+ Lc7 y � -� v 0 C V Lh 0 E OJ ? C 0 o `� CD� CO U L) D H Wv ro 3 a 0 2 N m w °� o = tU s M- a) �' N �' t - U C 7 O I O o ❑ J 1-' p a-F- U w [n m m 0 Y N Cr? ti O W 0 N N N N N r N co q o (D ti 00 0 r r r r e-• r r T r 0 N U 0 0 u) 2 c APPENDIX H SUMMARY OF DELAY EVENTS V+ Z w `w r a ..J w 0 LL a a 7+ a Q f� r O r r (V p) O 0 LO r0000NO�OMrT M r T T T vO ce) N ON _ N r r ONr OD Nt r N T 0 r ti OV O 0C)r Lc) N 0 u7 c a v o v v v o v v O o O o v v v o v o r- o v v o v v cv o v b v v v o v v a v v o v v v v v v o v co o 0 (Da o o o ri o o a v v o v v O v O v o v O O v v v O 6 v 666666 o O O o v O v o o v O v v v 6666666 0000000 o c 0 0 C > � I` v N Q] � ['�] O cn v � O N T s- N N N v O Lo m M v (D ti �I) Ln r m �iM �!7 v � N c�N � N r�vOoTCDCpOo NN�hIvN� m LO T [V O� m W obvvvrovavoo O O O O O o v v O o o O o v a v v a o o a o v v O vMnl vo r v o� v o o O o o v o a ti cyOOOOvv r O 0 a O v O o v v o 0 o v v v v v b 66 o v o o O o v o v o O 66 v o � v b o v a o 0 o v v v v o 0 o v v o N f� O N v �-- V--V NIT li) 0 0 0 ce) QD ko c? N OO O O N CD OD r- 0 w r (0 0w (G CD �❑ 00 O O O N O N Ci � CD I` OvvaoTo vrvv [�] r v c) V s- 0 py voT T 0c*) {0 fl r 0 66 vT r N N N N� N v N� C7 0 0 C7 0 0 I` NovvoOv r- 0 0 (*) r a v v v a v v v o v v o o v v o v O O v o O o v r v o v v o v v o v v o v v v 66 v v o 0 6666666 v v o o v O O v v o o � L E 7 tiv� Q] N M r r r T- a r T rr V-- T� r {V r N cy] Ln = W r Z U) C Uf T CO LOW C� .E T. in (D 't N M ti I` �� w I j r ['i7 M Ll1 N� LO 0 o L3 CA OO u1 T J �.. T [p tit r c0 (D O U) L) LO M U-J Lin v �co o o 0 Oo O v LO0OpO COCOvN v� g �o cn oo ��n 0ti0 �n��Ln v Oz.�.'nov �o o v^ �� v�g��r �" u7 -• N Cie) V .. d7 (D Z M CA lt] M V CM S N .-. Z r2 ^ r2 Z Zcn ^'.r T CM I m a �j.ct�� rn ��(� —.1 C)�� ��M M �m���J C tm m❑ ❑ ❑ �E❑� ca Q° ai ��.mY° N wCw .C. oCo C m� Z: m ❑(a 2C)LLJ . ca = m _LO U (o a) r a) C a)Nc coMva0 =mw�U0 o se cc �N 8 (n �c0000 U n3 c)t_' co P- LO P- TLO v g v N O � LO N � v m o v mo �t U_) N 2 C) co � v o 00 o � � 2 O r 0 O ��TZ�.-►CM�Nr2 CI7 M _ �� M ❑� � ^ Z �(D v as co � C7 LL 2 N � Tm [JS �z � Z " a) i O] .... LO a)O� ?❑ 2 Z m L r► m Z � m ��C�Cv C 'L CD ❑' 0' fl] .1-. � 2 m a� w .. mtm _ Y m C— C❑ ❑-c al N �[ - ❑' — L C N cm E m N L t m 1- 7 2 CM Of d)E L N-0 a] N ❑ ((] m Yw en �mm�Um v CU a3 m�U 2C) .70 p� cd a7�=m� 2 N N m ay C ,_. p� .— C �G (a C 0 N as co ❑ CO co ❑ Y C Co SG a- � Y m Y N .Y Q Oi � ❑ (a p ❑ C 0 � UYm2V]ZJtiUu]Od ❑ ❑ � m C �Z .J rl 1 C/) C co 8 ❑ p � � � MC)-01 dT ] C � E E r N lf] 1` v T" V-- V r N co r r- T T N N N M O T M T-- T r r r r N 0 r N N M tt W 0 O M B T r T- CV N N EIi Z m C} c] G Qi 3 0 C co C ❑ ❑ C y + v Y ❑ T. Ri .. U � p p N8 RS 9 8 N8 Sg 0pq Bp8 pp 8 p 8 S $8 Q O O 8C 8? g �y T� g g g g 8 8 8$ 8 8 8 8 8 8 8 8 8 0 8 8 8 S 8$ 8 8 8 S 8 8 8 ry S 8 Q 8 N g 8 g S 8 8 8 8 8$ 6 8 8 0 0 0 0 0 v 0 ❑ 0 a 0p ❑p 0 0p op vp a 0 v op ap 0 0 0 0p op a 0 a o v 0 o v ❑ v ❑ 4 0 Pp 0 ❑p ap ❑ op vp o a 0 op S $p O p$ p QS pS S S pa d c'Np7 dp a P O pS pS pO pP N S pS O C qp N pS fp�p"1 aS pN So S V S N pS pS a V aO a RS O p4 S q❑p S O ra S S 8 S 0$ 8❑ S 8 O 8 8 8 S 8 S S$ S 8 8 8$ $ $ 4$ a$ 0 8 0 0$ 8 0 0 8 a a a o g p a M 0 a a a a 0 a a d a ❑ 0 0 a 0 a a P a 0 a O a a y $ $ ,�, N a F a O a O O O O r a a O ❑ O ❑ O a R $ Q � � 8 �EJ � � 8 CIO in o V P a N N NF -b AS y p E 0 8$ 8$$ 8 8 s g 8 8$ 8 0 8 0 8 8 8 8 8 8 S a g S 8 8 0 0 g$ g$ g$ 8 8 8 8 8 8 8 8 8 8 8 8 S 8$ $ 8 8 8 8 8 g 8 8 8 8 S 8 8 8 8 S 8 8 8 8 8 S 8 8$ 8$ g Q o$ 8 8 8 8 g g o g g g$ 8 g 8$ 8 S 8 8 0 0 d o v o v 0 a o 0 a o a 0 d 0 a o P a a 0 a Lx $ a a 0 a 0 0 a a a ❑ 0 0 0 P 0 c 0 ❑ 0 0 v q 0 a Q " 8 8 8 8 8 8 8 8 8 8 8 8 6 8 8 8$ 8 8 8 8 g 8 o S o 8 8 8 8 Q 8 8 g g o 8 g g$ 4 8$ $ S 0 $ S 8 3 8 8 8 8 E 8 S S F$ 0 8$ 8$ 8 8 S s S$$ 8 $ 8 g 8 0 8$ o$ o$ 8 0 a o 0 8 a 8 8 8$ 0$$$ 0 0 v a a a a 0 p ❑ 0 0 0 0 0 a P a ❑ 0 P 0 P o 0 0 0 ❑ 0 q 0 P 0 a 0 v v ry ❑ 0 P 0 a 0 a r w o a a q v a v ry v 0 ❑ v a 0 a 0 a 0 0 q d 0 N 0 a o $$$ 8 8 0 8 8 g$$ 0 0$$ 8 0 g o u Q o `� $ S $ 8 8 8$ g$ g CS 8 8 9 8 0 0 8 8 0 8 8 8S 8 8 8 8 8 Q 8 8 8 8 S 8 8 8 8 8 8 8 8 8 o g 8 s 8$ o$ 8 g Q 8 0 8$ 8 8 8 0 0 0 0 S a 8 0 0 0 S a 8 0 8 a a q O O d a d Op d O a a ❑ a 4 0 P a a P a 0 a 0 pa q # Op a d P d a pO a q pO 4 O P ap P O O O O Op a d P a a S S SSA 0 S $ Sp 0 S $ S vp pS Q0 0 S Op S a M 0 g R 8 8 [`om pN N S O pS p8 a S S 8 8 S 8 S 8 ppa Sp 0 pS pS p4 d 8 a 9 a P a 4 p 8 8 S 4 8 8 O S 8 O a q d a 8 O � � p �-+ p � 0 S q O $ a S � a S d C o O a op a O O P 'O �y m a N uJ a d a q N N N d O q O P b P F a O O d O 6 O P O ❑ a A fA p a a 0 O 4 a P 0 G ff F �: o 'Q 4 � ❑ F r �' ~ o � E g n g 0 o g 0 0 0 `8' $ Q g 0 8 g v g o 4u o 00 a �n $ g 0 0 g 8 g 0 8 g g 8 4u 0 0 0 `� N o g n g 0 0 g 0 8$ 0 0 g g$ 0 a g g 8 S 0 8 0 12 8 0 s 8 8 g 0 $ Qu 0 0 S o 8 g . a 0 v P v v 0 0 a v 0 0 0 0 a 4 0 v 0 0 0 0 0 0 0 0 a o 0 0 0 0 P o a v P v 4 0 o q a v 0 P 0 P 0 v 8 N 0$ 0$ 0 S� 0 `�' ui 8 S o$ 8 0 8 0 $ `S �8y 8 `�' 8 o r F� 8 0 `e' 8 `8 8 �' g 8 P o E S 0 o a 0 Qu g a D 0 0 o S 0 0 0 0$ g �' 0 0 0 A 0 0 0 E "' Q 0 0 0 0 0 0 0 C. 0 g 0 0 0 0 0 0 0 a �' s 0 0 v q 0 q 0 a a 0 q a a b 0 a 0 a 0 v a v 0 a v 0 a 0 v a a 0 0 q 0 a 0 a v v a ❑ a o 0 0 v v v f] � N b r a 4 O O O P a a Y a d $ 4 Q o fl Q q a Q a P O ❑ 0 a 0 d a a o N 44 Y $ 0 IQ {� $ Q 4 a F � r P E $ 8 0 0 0$ 0$ 8 8 Q 8 0 g 8 o S 0 0 a 0 8$ 8$ S 0 8 0$ cQi 0 8 0 0 0 0 0 g p p g 4 0 0$ g 0 0' 0 0 0 a s 0 0 o a a a¢ 8 0 0 0 0 0 0 0 a 0 8 0 0 ~ 0 p 0 0 Q a S ❑ G ¢ a P S S S a 0 O a O P #� x * 0 o d a d a d a ❑ a 4 O a a d ❑ q a a d a d a d q I1J qp O q d a P o o C O 0 a 0 a d a 4 a Pp 0 d d 0 d 0 p �• 0o Op S S O v S pS pO 0 a 0 S g 0 o S 0 0 0 v r v OQ p0 0 a M 8 pS S G a O O 0 0 Q �b5 P S O Sp Q O O SQ 6 Q S S S S 0 $ 0 0 0 O S S 0 S 0 S 0 g 0 S 0 O 0 a n S 0 g 0 S 0 0 0 0 O S o 0 S 0 S 0 S S 8 $ 0 O a O a a 0 a a a O a a d q ❑ O a a a d a a a q a a a O a 4 a a d 4 a P 0 O 0 a P a ❑ O P O O a P a q a P a a 4 ,p iF 0 o ca $ o A 0 0 a b a v v r r o p v N 0 U ❑ v a 0 0 0 0 0 v 0 P 0 v 0 PA v a CS 8 0 0 0 0 o o IS g 8 g 8 g 8 g 0 CODQ S � Q Q q 0 P g � `� � 8 0 0 d g � 0 0 0 o q Q g Q 0 $ $ 0 n6 0 0 o b d v a b S g$ 0 8 0 8 0 S 8 0 8 8 8 8 Q o 8 0 8 0 0 o S o 8 g 0 v 0 a a a o 0 a 0 a v v 0 a a 00 a 00 a 0 00 P 00 g 0 0 a a o 0 o v a a 0 o v o 0 q d 0 v a v 0 d 0 r 0 0 0 0 0 8 v Cl 8 0 0 w S 0 0 a a 0 0 ry Q$ 0 0 a Q o 0 8 0 0 0 0 0 0 0 v a a o 0 0 0 0 0 0 0 0 4 g 0 0 8 0 0 S O a o 8 `�' $ o S 0 av 0 0 8i 0 0 0 g `�' S o o a p `0 D 0 0 0 0 0 0 0 0 3 va g S 8 8 0 0 0 0 a a �. 0 v a P 0 q o a a a 0 0 d q P p 4 a 0 0 0 0 q v a 0 0 P o 0 a ❑ 0 0 o a 0 v a 0 0 0 0 a P a 0 0 P 0 u p is iCk 43i 0 51 W n co0 0 v o 0 0 a a q v v ry o q 6 a v a v o o a 0 tF o fD 4 Q a a ❑ + pP0OSp0S p0O SS 0OS 0 SP v1�"1 Sd 0 bpa o SS p$ S S000 p0 SadS S dO SS 9 0a dp❑a p0 bPo SSS 000 qS pdS SpaO S 0 q P 8 S 0 S O p d p S a 0 8 0 0ppp0 pp p O$ S 0 p qa aP P0 0. Q d PPO ❑ 04 Q 0 a 0 a 0 a 0 a a a a 0 v a M Cl 4 a 0 Cl a 0a P d 84SMp S0 OSSSflS+p S O S S O O N � 0 0dS 8 4 v P Cl q a Pa q -00 pp 4 p p S 0 p0 p 0 S S 0d a 4 a O d O cop a P O P a q b aO N s rn v ❑ 0 v o r 0 N 0 0 v 0 v 0 v � 0 v P b 0 0 0 0 0 0 0 F o Lj P v 0 v a a 0 a a v a v 0 v a v 0 ❑ F F +Q m r $ 0 O O a a 4 a P a 4 a q P a �7 aO Q d 4 S S S O b P -" d O S O 4 8 v O 4 S O d O o O Op O o O a p0 P S 0 O g E O d a S O P Op 4 pO q O q a O p p d p p p d O O g Q g S S a O S Q S 8 S S S ~ 0 O o S Q S 8 S 8 8 0 8 O 8 S $ 0 0 S 0 0 Q 0 0 o O P d a d lL a P a 4 d O b a O d a a O 4 O q P a C0S v a aQ Pp a P a q O a d O pd ap d a o O o Op 4 dp a d O d Op d a O ry S 0 O S N 8 0 � 8 Q M do 8 0 av S op `$ Q Op $ S a 8 0 8 0 pN 0p 0 8a d S S S fa`� S O �7 a S p0 S p0 d Sp $ b d a P Q S 0 S S $ Q g 0 0 g 0 0 8 8 0 0 S Q S 4 S 0 O S 0 0 8 8 S S 0 $ 0 Q $ $ Q $ 0 0 $ 0 0 0 0 P a g o v v 0 0 v v 4 v P 0 0 0 0 0 0 0 a a 0 v 0 0 0.0 g b a M a m a 0 C a a a a a a a a a 0 a 0 ❑ d d q a• W O a P a N a a a 0 d 4 d 0 a H O 0 F ❑ U 0 0 a F 0 v v a N v 4F +1 ZF a U t` in E Q 0 8 0 8 0 o 8 0 8 0 o S 8 8 8 9 o 8 a o o S o g `� 8 R g 8 g 8 8 8 8 4 g 8 8 8 8 8 8 8 8 8 o S$ g o 0 8 8 8 0 g 8 8 0 S va o 00 8 8 8 8 0 0 0 0 `$ 0 0 0 g g o 0 o g$ 8 0 8 0$ 0 0 0$ 0 o g$ g o D o Qu 0 a a q O 4 d O 0 0 a ap ❑ a a O Pa d a a a a O ap a d a ❑ a q a ❑p d a d a d a ❑ Op O a as O Pp d ap ap a 0 0 R O ❑ S Q 0 0 0 0 g 0 0 a Q S $ 8 0 0 0 0 R 0 O 0 8 $ S v S 0 0 Q S 0 0 0 S 0 0 8 0 0 0 8 8 q T N p d a O 4 d a N O a a d 4 d a 6 a o g a a ❑ O P b ❑ d P b a 4 L`7 P a a d a d a 0 $ 8 0 0 S 0 0 Q 4 0 q d a d 0 0 a a a 0 P P 0 0 0 0 a G O O q a 4 d O b O a a a 0 P O a d O O a '� a P O P a a a a d a d a 4 O q d a d a O a d P a a P a a a P u a a q 0 a q a P a a 0 0 a a P G ❑ a a N $ i'k '� i# a 6 � !'� b a CI C fl -a Un. a O i� G f r a r V C4 d $ v '�' fl Q Q w $ o 40 cl► o 4 ¢ 0 0 8 S 8 0 8 0 8 0 8 8 8 8 S 8 0 S 8 8 8 8 8 8 g 0 0 S$ 8 8 0$ 0 8 0 S 8 S 8 8 0 0 8 8 8 8 8 0# 8 S 0 S 8 O S O S O S 8 8 o 8 8 Q 8 0 8 8 8 0 8 S d P d a q a 4 O O a P O P 0 a 0 a v a 4 a a a 0 a a a O ,.£.. _! pgS❑ d p q O d a a a a d a va aq 4d OO P4 aa q4 a a d 4 S pd p4 Al 0 0 S S 0 0 a 8 8 p8 S 0 S a 0 8 p S p pO O 8 S p S p o 0 0 p8 pO 0 pp Q Q S $ S p 8qa a a0 O q a 4 O a a C. 0 d 0 a 0 $ Qr S'M !F Q 47 V. .ID cl 8 O 0 fb 6 $ dp 'Q C# 0 K d $ a o i4 G C ai O V � NJ O a O a U q q a fl O 4 to q0 a P OO 0 P 0 4 Qa O 8a4 Q S O S p SS Q S 88 S 0 0 O 808 Q OS 0 8 pS p S o q 00 0 0 S g 0 p 0 0 a d a P a ❑ p a q a P a P a a a d a O a a i N 8 8 8 8 8 0 8 o S 8 8 Lo 8 8 8 8 O-M 8 9 8 8 8 8 S 0 8 '� g S 8 0 0 S 8 8 O 8 8 0 S o S$ 8 8 S j 8 8 8 0 8 8 8 8 S s Q 8 8 8 0 8 0 S 8 0 8 Q 8 0 8 $ 8 0 8 8 0 0 8 8 8 8 8 8 Q 8 0 8 8 0 g 8 0 8 8$ 1� g a 8 a q d O b O ❑ O O d a d o P a ❑ O 4 a 0 a a wQ a a a a d P a a a a a 4 d a d O 4 a 4 O a a P d o P o Q C} Vi a' i;} 4 Cl N a a a o a 8 0 F fl o a t a O O b i1 tr �° $ $ $ o 4 o 4 o P o 4 a a 10 C p o p p p p p p p p ,}� �y Q Q o ,�, p p p p pP S O S 8 S 0 8 O 0 0 4 d 0 S O 8 8 P S a 8 C. S O O 0 O o S O o y� S O O o O o v O p S a as 0 S Q Q 0 d a0 S as 4 S 0 d as o 0 a 0 0 a S S 4 a �i4. Op a a q a ❑ a a a a a a a a d a 0 a a a O a q a ap y� a Y a �j a a d a o v $ O $ a 6 q a q 8 Q$ a P ❑ Q p0 Op S O poo O S G 0 O O CaV Q pO O o Op P a0 $p oO 4 O .mil N 0 a O ul O p0 0 O Q 11 0 N C} 4 a a LQ� 0 O l�V l $ $ S S S O S S $ S 0 S 0 S 0 S 0 Q 8 0 $ $ d 0 $ 0 0 0 8 0 0 0 S 0 S a $ S Q 8 0 0 8 • d q d ii a a a # a a a O a 43 a d 0 0 a 0 O is d O O a a a O O P a O O a a a a a ❑ a ❑ a a d a a O a T ul n _ 0 D. N $ a] a a E9 $ F 14'F 0 o a a a a 6U d a F b O 6 O $ g a d O a a a r fl Q l',7 Q- '-1 $ O U r r a pp Q Y p p a E 0 O 0 g 4 0 P 0 4q q 0 0 a 4 O 0 a S 0 g 0 a 0 G Q 0 q P �17 4 S P d 4 S a O 0 O P a 0 a S 0 a a 0 0 n d S S p q d a O $ 0 0 0 8 8 8 8$ 8 8 8 8 8 8 8 0 0 0 0 4u 8i 0 g 8 0 8 Q S a 8 0 8 4 8 0 0 8 a 8 0 8 0 8 0 0 0 0 0 0 o a P a a a q d o a a P 4 a O a a P a a O o ❑ a d a a O a 4 4 a a a P d O ❑ O 4 a O d O P O 4 a a P Q S g 8 8 8 o S 8 g 8 8 8 8 8 8 8 8 8 ry M 8 g 8 V Q 8 S 8 8 8 o 8 8 0 Q 8 S 8 0 8 8 8 0 S S 0 Q 0 d 0 0 4u o Qu $$ S a g g 8$ a g 8 0 8 g 0$ $ 8$ S S 0 g o 8 0$ o o S 8$ 8 S 8$ 8 8 S o 0 0 a a 0 P 0 d o 0 0 0 a o 0 a 0 0 0 0 v a a 0 a 0 0 0 0 0 a 0 0 0 0 a 0 v v 0 0 0 a 0 a b 0 0 a 0 V7 a a N P d a 4 $ 13 a i' � 0 fl # �' C 0 C$ 41 � $ C � YE g 0 ab g 8 c4i 0 $ 0 g g o 0 g o g g 0 0 S g 0 o `� 4U 0 0 g 0 8 g 0 0 0 8 0 0 0 0 0 $$ S o S o g 8 3 0 8 s o g 8 8 0 0 0 8 8 S 8$ $ $$ a S 0 8 0 `0 Q 0 0 8 8 0 8 0 8 0$ Q Q$ Q � 0 0 0 v a v o v o a 0 a o q 0 a 0 Cl a 0 v 0 a 0 {� a a 0 0 0 P 0 a 0 a v o v 0 P 0 0 P o v 0 ❑ 0 v �+ Lt 8 N 8 8 ry 8 8 8 8 S 8 8 o S 8$ S S S 8 S S 8 8 8 8 S 8 Q ry 8 8 8 8 8$ 8 8 8 8 8 ran In,8 8 8 8 CC?,8 8 8$ 8 8 8$$$ 8 8 8 8 8 8 8$$ 8 $ 8 8 g g 0 $ 8$$ o$ 8 `0 S S 0 g Q 8 8 8 v 0 d a ❑ 0 a 0 a a o 4 0 0 0 a 0 v 0 0 0 a a 0 0 q v o a d 0 0 o 00 b 0 0 a 0 0 0 0 0 a v 0 0 0 6= y c� IM 0 o fi o o Q 0 ti 40 a 0 0 ,) o*� a o a g F a o� g� u Q�� a �� o o �s o 4 E APPENDIX I 2012 DATA COLLECTION SCHEDULE 1 1 1 ts ""'� 4 1 t 0A• Nt ■ . . • CK . ^1 Olt 1 1 1 ■. O p � rn] [pia 4] 1 1 `ZS tz Ott 1 1 O I O its v ? P1.1 ,� ry kn �o 1 kn 1 o qb 1 1 kn • . ■ • t� op 1 1 N N 1 1 en "'-4 .. a *� p ■ ■ y*•-� N M CN