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Item N04
Revised 3/99 BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY I Meeting Date: Wednesday, Nov. 2j. Division: SOCC Bulk Item: Yes D No X~; Department: AGENDA ITEM WORDING: Discussion of Second Draft of FOOT Hurricane Evacuation Report and approval of comments in response ITEM BACKGROUND: The County's Rate of Growth Ordinance is based upon the ability of the County to evacuate its population to Florida City within 24 hours. The implications of the new Hurricane Evacuation Study are critical for the future of the Florida Keys both in terms of the safety of its citizenry and in terms of the direction of the County's Comprehensive Plan. PREVIOUS RELEVANT BOCC ACTION: The SOCC discussed the issues with the first draft of the FOOT Hurricane Evacuation Report at the September meeting. Approved comments were then presented to FOOT and, subsequently, the second draft produced. The SOCC was presented with the 2nd draft November 1, 2000. STAFF RECOMMENDATION: TOTAL COST: N/A BUDGETED: Yes D No D COST TO COUNTY: N/A REVENUE PRODUCING: Yes D No D AMOUNT PER MONTH YEAR APPROVED BY: COUNTY ATTY 0 OMS/PURCHASING 0 RISK MANAGEMENT 0 ... APPROVAL: NAME: . / /) // ~ . LA-.---'~;u;<-., o a A. Williams, BOCC, District IV .'" I ~ DOCUMENTATION: INCLUDED: D TO FOllOW: X NOT REQUIRED: D DISPOSITION: AGENDA ITEM #: ~ November 20.2000 ----) 0(/~~/ ' ~~ Final Comments on the 2nd draft of the FOOT HUITicane Evacuation Report an: not due until December L 2000, and there are a host of tables and numbers to work through, but I wanted to give you an overview of the ovelTiding issues obviously still unaddressed in this draft. Two cmcial elements for us to understand about the evacuation report: a) it indicates that we an.: already in excess of 24 hours evacuation time. Technically, according to ROGO, that means we may be unable to release any building pennits until we have reduced evacuation time to that acceptable level. b) It recommends no traffic management techniques to diminish clearance times, although thousands of traffic management techniques are in place around the nation to ease traffic congestion in times of emergency, despite direction from the Governor to make the first priority using "existing" roads to lessen evacuation clearance times c) The concerns expressed by the Monroe County BOCC to the first draft are largely unaddressed in the 2nd, despite reassurances at a meeting with FOOT prior to the release of the 2nd draft. That said, and with the caveat that there will be additional specific comments relevant to particular mns and engineering equations, I'd like to request your support for the following four positions concerning the 2nd draft: I) The final version should not set policy, but should, rather, indicate which traffic management techniques and constmction projects it can recommend as eflTective. 2) The final version should provide adequate infonnation to allow policy-makers to make responsible policy decisions. 3) Don't pretend to have followed the Governor's direction if you haven't found a single traffic management technique to recommend. 4) Don't cheat by assessing the viability ofnon-constmction traffic management techniques under a different set of cirteria than construction projects. What is likely to happen: I believe we will have the support ofthe majority of other involved agencies to get the infonnation we need to fonn responsible policies decisions from the findings ofthis study. And I believe that there are tramc management techniques that can be put in place to keep us from going into a building moratorium, should we choose to undertake that route. Whether we can fInd those via this study remains to be seen. In fact, when a final version of this study is out, we will have a couple of choices: accept it or protest it. Unless it gets cleaned up, I don't know that we will have any options but to officially protest it. However, if the issues discussed today are dealt with in a manner we can accept, then we will need to come to some decisions (and quickly) about which of the proposed projects we can support - and how we avoid ending up back in this same position a few years from now. Nora Williams -f!ofha~ o .,' .-,..: PREPARED FOR: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT SIX FOOT Project Manager: Javier Gonzalez, P .E. Contract: C7391 FAP No: 40660513201 County: Monroe PREPARED BY: Millel~Consulting, Inc. 455 Fairwav Drive. Suite 103 Deerfield Beach. Florida 33441 October 27, 2000 2ND DRAFT REPORT FLORIDA KEYS HURRICANE EVACUATION STUDY .~-: CONTRACT No: C7391 FAP No. 40660513201 COUNTY: MONROE Prepared for Florida Department of Transportation - District Six Javier Gonzalez, P.E. Project Manager 1000 N W 111lh Avenue Miami, Florida 33172 &)~ ~ ~.~ . ~.. . " Prepared by Miller Consulting, Inc. 455 Fairway Drive, Suite 103 Deerfield Beach, Florida 33441 @ 2000 Miller Consulting, Inc. All Rights Reserved OCTOBER 27, 2000 II Ii il I ACKNOWLEDGMENTS II II I' :1 I. II II II Ii il II it Ii Ii II Miller Consulting, Inc. wishes to acknowledge, with great appreciation, the assistance of the study advisory team, composed of our Florida Department of Transportation (FDOT) project manager, Javier Gonzalez, Gary Sokolow ofFDOT, Bob Collins, Frank Koutnik and Ken Metcalf of the Department of Community Affairs (DCA), Russ Rote and Royce Tiptonofthe United States Army Corps of Engineers (USACOE), Monroe County Commissioner Nora Williams, Terry Rice from Florida International University (FlU), and Billy Wagner of Monroe County Emergency Management Division. We also wish to acknowledge the assistance of Mr. Don Lewis, who unselfishly provided information on previous models developed by him and his firm, Post, Buckly, Shuh and Jernigan, Inc. Much of this data was used in the public-domain model developed under this study. We also wish to thank Brian Fowler and David Rivera of Vanasse-Hangen- Brustlin. Inc. (VHB), and Rick //all ofJ-Iall Planning and Engineering, Inc. who provided technical support and peer review on this study. \V \\Vnl d Pel (,',!\l'TllJ('LIs\1( I,' YS I: \' .\t 'l'A II( )N\.~lId DRAFT RFPO!{ l wpd TABLE OF CONTENTS Chapter Olle - IlItnHluetion and Purpose Chapter' Two - Data Collection. . . 2 Chapter Three - Model Development 1\ 3.2 1 3 34 3() :, 7 :Ui 3.9 ~') Zonal Structure .... ';'. Socio-[:'conomic Oata7. . . . . . . . . . . . Storm Intensity. . . . Behavior Analysis Trip Generation Trip Distribution/Shelters Trip Assignment .. Background Traffic ........ Estimate of Clearance Time. ................. . . . . . . . . . . . . . . . . 3 . . . 3 . . . 4 7 7 . . <) 11 \I 11 15 Chapter FoUl' - Existing Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 17 4.\ Roadway Capacity. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " ] 7 4.2 Photographic Reconnaissance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 ] Chapter Five - Alternative Roadway Systems ................................................. 44 5.1 No Build Alternative .......................................................... 44 5.2 TSM Alternative ............................................................. 45 5.2.1 Material Requirements for TSM Alternative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 5.2.2 Deployment Requirements for Temporary Traffic Control Devices. . . . . . . . . . . . . . . 49 5.2.3 TSM Implementation Time Based on Agency Resource Availability. . . . . . . . . . . . . . 50 5.2.4 Need for Additional Resource Levels to Implement TSM Alternative. . . . . . . . . . . . . 51 5.3 One-Way Operation of Card Sound Road. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 5.3.1 One-Way Card Sound Road Implementation Time Based.. . . ... ... " .... ... . . . . 53 5.3.2 Issues Associated with One- Way Operation on Card Sound Road ................ 54 5.4 One-Way Operation of US 1 .................................................... 55 5.4.1 One- Way US 1 Implementation Time Based . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56 5.4.2 Issues Associated with One-Way of US 1 ................................... 57 5.5 Permanent Improvement Alternative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 Chapter Six - Florida Keys Hurricane Evacuation Model ....................................... 61 6.1 Model Input Variables. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 6.2 Model Runs ................................................................. 61 6.3 Modeling Results/Clearance Times. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62 Chapter Seven - Summary and Recommendations .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66 w \\\'uld I'l'lfnl'l'llIllTh\KLYS-FVACUAl ION.21Id DRAll KI-I'OH:1 \\pd ii LIST OF FIGURES Figure I - Monroe County Zonal Structure . . . . . . . I:igure 2 - Ilurricane Evacuation Links Lower & Middle Keys Figure 1 - lIurricane Evacuation Links Middle & Upper Keys. Figure 4 - Typical Cross Sections Lower & Middle Keys .................... Figure 5 - Typical Cross Sections Upper Keys ... . . . . . . . . . . . . . . . . . . . . . . Figure 6 - 3/1 Contraflow Emergency Operation on 4-Lane Divided Section (Florida City) . Figure 7 - 2/1 Unbalanced Emcrgencyf)peration . . . . . . . . . . . . . . . . . . . . . . . . . . . . Figure X - Existing 4 Lane Divided (MM 90 to MM 106.3) 1/1 ('ontraflmv Emergency Operation Figure 9 - "") Lane Section 2/1 Unbalanced for Emergency . . . . . . . . . . Figure 10- 2/1 Unbalanced Lane Safety Post Operating Scheme for I3ridges . . Figure II - Five-Lane Unbalanced (Florida City) . . . . . Figure 12 - 3 Lane Unbalanced with Fixed Barrier (I X Mile Stretch of US I) . . . . . Figure 13 - 3/2 Unbalanced with Moveable Barrier (1 X Mile Stretch) . . . . . . . . . . . . . . . . . . . . . Figure 14 - 3/2 Unbalanced Divided with Auxiliary NI3 Left Turn/Evacuation Lane .... Figure 15 - Card Sound Road Intersection ........................................ Figure 16 - 3/2 Unbalanced with Moveable lbrrier (18-Mile Stretch) . . . . . . . . . . . . . . . . . . . . 5 Il 14 . . .. 18 . . " 19 45 46 47 4X 4X 5R 59 . . . . . . . . . 60 . . . . . . . . . . 60 60 66 LIST OF TABLES Table I - Dwelling Units, Mobile Home Units, Tourist Units (Year 2000) ................. . . . . . . . . . . . . . 6 Table 2 - Dwelling Units, Mobile Home Units, Tourist Units (Year 2005) ............... . . . . . . . . . . . . . . . 6 Table 3 - Occupancy of Tourist Units. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Table 4 - Destination Percentages . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Table 5 - Response Curve .................................................................... 9 Table 6 - Input Parameters By Group .......................................................... 10 Table 7 - Evacuating Population at Risk and Evacuating Vehicles. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10 Table 8 - Trip Table Output. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 12 Table 9 - Roadway Network ................................................................. 20 Table 10 - Traffic Control Devices Required to Implement TSM .................................... 49 Table II - TSM Implementation Time: 3-Laning 18-Mile Stretch. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51 Table 12 - Traffic Control Devices Required to Implement One- Way on Card Sound Road. . . . . . . . . . . . . . . . 53 Table 13 - TSM Implementation Time: One-Way Card Sound Road. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 Table 14- Traffic Control Devices Required to Implement One- Way on US I .......................... 56 Table IS - TSM Implementation Time: One-Way 18-Mile Stretch. . . . ... . . . . .. ... . . . . . . . . . . . . . . . . . . . 57 Table 16- Model Runs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62 Table 17- Results of Model Runs (Clearance Times) .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64 Table 18 - Individual Improvements Scenario. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 LIST OF ApPENDICES Traffic Counts .................................. . . . . . . . . . . . . . Florida Keys Hurricane Evacuation Model . . . . . . . . . . . . . . . . . . . . . . . . . Model Runs ...... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Response to Comments Provided by Advisory Team Regarding Draft Report. . . . . . . . . ........ A B C o \\' \\\'ord Pl', ft'c\\l'role".'{s\K FYS-F" At 'II A T10:'\\::'tld DRAFT REPORT.wpd iii "/11iller Consulting wa." retained by tlte I! Florida Department :; (d Transportatioll to ; conduct the Florida! " :! Keys l-lurricane :1 II Evacuation Study. " i I II I I I I !I "There are a host ofil variables that affect clearance tbne. " CHAPTER ONE INTRODUCTION ANI> PURPOSE Miller Consulting, Inc. was retained hy the Florida Department of Transportation to conduct the Florida Keys I lurricane Evacuation Study. The Florida Keys Ilurricane Evacuation Study had three specific goals: I );pevelop an Evacuation Model that measured and analyzed the unique ch1racteristics of the Florida Keys: 2) Determine the "Clearance lime" required to evacua1\: the Florida Kcvs up to Illlrlda Citv, based on C\istinL'. - , ~ US ] condilii)lls Inl'lorida elt). ,llllorc sp\.'cllic terminus of this study is lhejunction oft is I alld the Floridas "urnpd\c /\t this iocation. the daw from this study will serve as "input" 1'or thc Miami-Dade County Hurricane Evacuation Study: and 3) Identify clearance times of various scenarios, which include existing conditions ('no build") as well as "build" alternatives. I I, I , "Clearance time", as used in this study, begins when the first evacuating vehicle in Monroe County enters the roadv,ray network, and it ends when the last evacuating vehicle exits, or passes by the northbound entrance to Florida's Turnpike on US 1 in Florida City. For purposes of determining total time to safety for evacuating vehicles, additional time was added to the clearance times calculated in this report to reflect an approximate time to get from Florida City to the evacuation shelter at Florida International University (FlU). I II II I I I There are a host of variables that affect clearance time. As a result, the challenge of this study was two-fold: 1) to create a model that would account for most of the relevant variables and 2) to creatively develop transportation system alternatives that will reduce the clearance time to acceptable levels. I' II II [, II \V \\VlllJ Pelfccl\llr()lccts\KI:.YS.I:V"('lIAT1(l!'."~nd DRAFT REPORT.wpd "The.firs! phase (~l I; tliis fJ/'(~iec( involved extellsh'e data {'oI!eLtio/l " II II I' II ,I CHAPTER Two DATA COU,FCTION The Ilrst phase ol'this project involved e\tenSIVl' data collccti()l1, rl'lying primarily on n:adily-availablc data and previously-collccll'd data. Data collection included: !j": II1\l'nlor\ ol'l'\iSling roadw;t\ (()llditill)1.s (I '-; I :111[! ('drd '-;(11li1d 1\ll:id I .J ('llIkU!on oj" updated sllCln-l'l'I)!Jill1lil' inl()!111dil[)!1 : :'L'np!.... rer uniL \i:hiclcs per unit, etc.). Ii 'I q I, Ii II Ii II I I II II II I I :.J ('nlkction oj" dwelling unit data for the year 20()() and 2005 (l'nma!Jent units, mobile homes. and tourist units). o Collection of occupancy data (for tourist units and other dwelling units). o Collection of evacuation participation rates (for permanent units, mobile homes, and tourist units). o Collection of response curve data for tbe evacuation population of Monroe County. o Review previOUS burricane evacuation studies performed by PBS&J. II Ii ,I I I o Review Hurricane Evacuation Behavioral Assumptions for the Florida Keys, by Earl J. Baker, July 2000. o Collection of traffic counts at twenty (20) locations throughout Monroe County. The traffic counts are contained in Appendix A of this report. These data were used to prepare the input parameters for the hurricane evacuation model. \\' \W(\!d l'elfl'u\Pr111e:C1S\I\.FYS.E\'AC\IA It(lN\.:!nd URArT RFPnkT wpd 2 ,I /'1 ,I " 11('re were cOllcerlls H I, witlt p~'eviOI~,~' IUII:rical1eii !1lodelll1g ellorts ill tlte :1 Florida Keys. " I I 'I , i I "Tlte Florida Keys I Hurricane Evacuatioll I model is a spreadslteet- I based program" I I I i I I I I ! I CII^PTFI~ TIIREI', MODEL DEVI':LOI'MENT There were conccrns with previous hurricane modeling clTorts in the Florida Keys and ror this reason, a model development errort \vas undertaken Specific missions orthis e(Tort included: II ( 'r<.\11 ion <ll,1 c!OC,ll1ll'l1kd puhl ic-do!l1;lin !l1odcl 2 ) Illlpro\<,:lllelll to the lraj'jic an,dysis subsyste!l1 In th~' )]l()(kl lhcj'(~ \.V;t-; a COnClT!l that the "criticallink" could he dynamic ,1I1d shi 11 in rcsponse tu behavioral responses .11](1 qUCllll1g phcnol1lcna !\ more sophisticated ;tlgorithm was preCcrrcd Automation. if reasonably possible, of the traffic assignment subsystem. The model development effort achieved goals 1) and 2). Goal 3 was not achieved due to budget limitations and the level-of-difficulty. A description of the model development effOli follows. MODULES OF THE MODEL The Florida Keys Hurricane Evacuation model is a spreadsheet-based program that runs using Microsoft Excel software. A printout of the spreadsheet is presented in. Appendix B. The model is divided into nine (9) modules, as described below: 3.1 ZONAL STRUCTURE Monroe County's Emergency Management Division has divided Monroe County into seven (7) zones. These zones have been previously identified and used by Post, Buckley, Schuh and Jernigan, Inc. (PBS&J) in their Hurricane EvacuationAnalysis. The updated spreadsheet-based model has adopted the seven zones for Monroe County as well. The limits of these zones are as follows: Lower Keys Zone I - Key West through Shark Key Zone :2 - Saddlebunch Keys to Seven Mile Bridge Middle Keys lone ~ - Seven Mile Bridge through Conch Key W \Word 1't':lft':ct\f'roJects\KEYS-EVACLJA 1IOi\'\2nd [)R..\FT REPORT wpd 3 "Socio-econo11lic datl It'as preparedfor tlte I pean..- 2000 and 2005. 'Ii . Ii ii Ii Ii ,j :i 11 I "According to the Navy, there are 3,168 military personnel. " lipplT Keys /one 4 - I,ong key through Islamorada lone 5 - Windky Key through Milemarker 94 /one 6 - Milemarker 94 up to Ocean Reef area lone 7 - Ocean Reef Club and surrounding area Ffgme I illllslr:llcs thl' Sl'Vell eV;Jcu:llioll /Olle.s used ill the updakd hurric;Jllc l'\':lcU:l(ioll 11l()del 3.2 SonO-ECONOl\1lC DATA rhc populatloll (lI1d rcl:.Jted lIli\1rJ11dtion used in the mode/consists of three components: ]) chvcl!ing units. 2) mobile home units, and 3) tourist units, Socio-economic data was prepared for the years 2000 and 2005. The somc,' ,1/' this information is Monroe County Planning Department. According to the County, this information begins with the official number of dwelling units in 1990 as recorded by the U.S. Census. The number of dwelling units was modified, by the County, each year according to the number of certificates of occupancy (CO) issued each year. The number of CO's issued each year was added, cumulatively, from 1990 to the year 1999. After 1999, the methodology followed by the County shifted to the potential number of dwelling units available under the permitting guidelines associated with ROGO. Since ROGO will end (or be changed) after 2003, this methodology was followed until 2003. After 2003, the County projected the socia-economic data to the year 2005 by focusing on changes in population. Additionally, State Parks (as provided by Monroe County park offices) were added to the socio-economic projections provided by the County, as follows: o Bahia Honda (Zone 2): 80 campsites and 10 employee housing units. o Long Key (Zone 4): 60 campsites and 7 employee housing units. o Pennekamp (Zone 6): 47 campsites and 10 employee housing units. Military units were also added, as provided by the Navy, to the socio- economic data. According to the Navy, there are 3,168 military persOlmel based in Zone I. W-\\Vord Perfect\Projccls\KEYS-I':VAClJATIONUnd DRAFT REPORT wpd 4 l..J -J C <J i ....) c P.9 OOS5682O-DOOOOJ Lol21 1 OG ~ -.. ~O NA Canlp P!~ils.cnl 00556B30-DOOOOC Lot 22 '00, r r)o ~I\ Cilrnp PleaG<lrrt 00556840-000000 LOl23 100 L T 50 f'\A Camp Pleasarrt 00556850-000000 Lul24 '00 L1 50 /'-;/\ CilllljJ ?ieal>ilrrt P"lme 1;;01" RKl1ard Park :--CA,TilvGrnsp 10;;:000 ~o REfI ~b9.IQ~~ dOltc .:.....W!.!e 11~~_a~u~~ Bloc/( 4 ::i;AJI Palrn" SO'a 8'ock 6'~'AlI Palma SOCl B!ock 8 - All P~rJl,~ So:a Block G /lit Palm~ So;a Block. 11 - A); P~rnQ Sel;] 81(lck 13 - All PiMme Sola Block 1< - All PilirllZ: ;)01. 8lockl8 - AJI Palma Sola BlOck 3 Lo~ 8-" T avefnler Bch AmE'n::ied M~945 Any rn-fil, iols nr:t C(:"~nt1" purchill:E'd '3 "For purpo,....es (~lthis : report, Il1e "normal" il re,\pol1\'(' curve was !I 'I used. " !i 1! II 'I !I I. lahks I and ~ SUlllnlarl/.e Ihe nUl1lher of dwclling units hy cvacuation /onc l'or the years 2(j(jO and 20().'), respectively, TABLE J FLORIDA KEYS HURRICANE Ev ACUATION STUDY DWELLING lJNITS\ MOBILE HOME lJNITS\ TOURIST UNITS (YEAR 2000) I Evacuation Dwelling ivIohilc H OIllC Tourist Zone l nits Units Units i i I (J.(J()6 ] ,323 5,611 J C).720 792 1,759 , 7,773 917 2,334 , 4 2,44] 199 1,457 5 5,174 395 557 6 7,173 1,358 2,487 7 1,745 3 185 TOTAL 47,724 4\987 14,390 SOURCE: Monroe County Planning Department. TABLE 2 FLORIDA KEYS HURRICANE EVACUATION STUDY DWELLING UNITS, MOBILE HOME UNITS, TOURIST UNITS (YEAR 2005) Evacuation Dwelling Mobile Home Tourist Zone Units Units Units 1 17,036 1,323 5,611 2 7,257 792 1,759 " 7,946 917 2,382 ,J 4 2,505 199 1,457 5 5,311 395 557 6 7,425 1,358 2,509 7 1,774 " 185 .J TOTAL 49,254 4,987 14,460 SOURCE: Monroe COllnty Planning Department. \\' \W(lld l'('rff'tl\PIOIc.'CIS\KEYS-F\'ACtJA 11()~\211J DR:\FT REPORT wpd () .. For PUl1}()ses (~l I . I I' I tIllS ...;tlllJ" en/pl/a,"'l."" 11 I' was placed Oil il CulegO/:v 3 - 51 Ii urricane,"i. .. "Participation rates varied by evacuation zone. " 3.3 STOI~M INTF:\''iIT\ [n previous work pnllitlllcd by PBS&.I, six major storm scenarios were developed ha,,,ed Oil \\ 1ll'lhn the hurricallL' is ;1 Safllr-Simpsoll Catcg(lI') I - 2 or ('all'gory.~ .:; "torm and whcther a partial or total cvacuatioll cmphasis is cOl1lmUlllcatcd to Monroe County citizells, For purposes or tili"S study, cmphasls was placed on Category ~ - 5 hurricancs and it was as~~umed that all ;lIl'aS III the Florida Kcys would respond to evacuatioll ~lclvisorics :llld:')1 \ Ild,'I. SL'\'cral secll,trio." were also tested assul1lin~ a Catcgory I -2 hIIITIC,llll' Ii il Ii II I, I II II II " .3.4 B FI L \ V I 0 l~ A "\\ LYSIS Thc behavior analysis is composed of five parts: Occupancy of tourist units Participation rates Desti nation desires/percentages Vehicle usage Response curve Occupancy of Tourist Units: During hurricane season, the average hotel occupancy rates for Key West vary between 60% and 76%. Previous studies performed by PBS&J used two occupancy scenarios: 45% and 75%. For purposes of this study, the hotel occupancy summarized in Table 3 was used, Ii ,I 'I Ii I I TABLE 3 FLORIDA KEYS HURRICANE EVACUATION STUDY OCCUPANCY OF TOURIST UNITS Zone % Occupancy I 72% 2 64% ") 64% .J 4 70% 5 70% 6 70% 7 70% i Ii !I 'I Ii Participation Rates: Based on Carnot Nelson's behavioral analysis of evacuation rates by household, participation rates varied by evacuation zonc. The ratcs llSl:d ror this study are documl:ntcd below: o Lower Keys (Zoncs 1 & 2): 90(% of mobile homes and tourist units and 45% orother units for hurricane catcgory w \\Vord 1'~,feC'\PlOjecls\KEYS.EV:\(" 1..\TJOi\.'\~l1J DRAFT REPORT wrd 7 I Ii ,! Ii 1< :l I: 'I . II "One unIque II characteristic about il the Florida Key....' is that there i,,",' OI1~F one' evacuation route through most of the Ii Kevs. " Ii II ii q II "The behavioral I response curve is thJj distribution, over I time, during which I people respond after I an evacuation order II is in effect and beginj' evacuating. " I I - I 9')'~, olmohilc homt:s and tourist units and ()()O/o or otht:r units ror hurricanc category 1 _ .') U Middle Kt:ys (Zonc 1) 9()OI" or mobile hOll1es ;lJld lourl>;l units and 6WYcl of other units for hurricant: categorv I - :: 95% of mobile homes and tourist units and X()(Yo or other units 1'01' hurricane category 3 - 5. .J I !pper Keys (7.ones 4, 5, 6 and 7): 900;;) ofmohilc h,lIllL'S ilnd tourist units and 75% of other units for hurrlcanc catcgory 1 - 2 9.'1';';, or mobile homes and tourist units and W)(~';J of other units f<Jr hurricane category 3 - .'1 Dcstination Desires: Some percentage of non-tourist evacuees will go to one offour destination types: 1) Monroe County Public Shelter, 2) Monroe County r-, 1! ltcl, 3) Monroe County friend or relative, and 4) out of Monroe County. 1'01' purposes of this study, the destination percentages shown in Table 4 were used for non-tourist (all evacuating tourists were assumed to leave Monroe County): II II II Ii r II II :1 Ii ,I ,i I j TABLE 4 FLORIDA KEYS HURRICANE Ev ACUA nON STUDY DEsnNA nON PERCENTAGES % of Evacuees % to Monroe % of Evacuees Area to Monroe MotcllFriend's Leaving County Public Shelter Home Lower Keys 0% (0%) 25% (5%) 75% (95%) Middle Keys 0% (0%) 20% (5%) 80% (95%) Upper Keys 0% (0%) 15% (0%) 85% (100%) Note: 25% = for category] - 2 hurricane; (5%) = for category 3 - 5 hurricane. Vehicle Usage: The vehicle usage data applied to this study was based on information contained in the PBS&J March 1995 update and is summarized below: o Lower Keys (Zones 1 and 2): 2.52 people per evacuating vehicle. o Middle Keys (Zone 3): 2.38 people per evacuating vehicle. o Upper Keys (Zones 4, 5, 6 and 7): 2.55 people per evacuating vehicle. Response Cun'c: The behavioral response curve is the distribution, over time, during which people respond after an evacuation order is in effect and begin evacuating. The behavioral response curve used in this study was taken directly from the Hurricane Evacuation Behavioral Assumptions 8 \\' \\Vortll'clr{'~:t\Pr()Jecls\KEYS-F\'..\(-tJ,'\TltH...'\~l1d DRAFT REPORT wpd .. Trip generation is expressed in terms of'the totalnll111ber (~l ('pacllating people: and total 1l11lnber of : I: . I . I " evacuatfng ve llces. il "The trip table summarizes the number of vehicles traveling between 7,one.\'. " for the Florida Ke\'s doculllent prepared hy ":arl .r. 13aker. Ph.D.. .July 2000. The suh,ect doculllent identifies three typical evacuation timing curves; carly. norm;t1. and late response curve Thesl' eurves arc documcnted III I;lhk.;, TABLE S ..' FLORII>A KEYS HURRICANE EVACI:.\TION STUDY RESPONSE CURVE Hour After Evacuatioll Onkr 01., of Evacuccs Leaving Home is Is,ucd Earh No fill a I Laic i 6.5"/;, 65'% 6.0% :2 6.5"/;) 6.5% 6.0% 3 16.5% ]2.0% 5.0% 4 16.5% ]2.0% 5.0% 5 13.5% 12.0% 6.5% 6 13.5% 12.0% 6.5% 7 13.5% 6.5% 6.5% 8 13.5% 6.5% 6.5% 9 6.5% 8.0% 10 6.5% 8.0% II 6.5% 6.5% 12 6.5% 6.5% 13 6.5% 14 6.5% 15 5.0% 16 5.0% TOTAL 100.0% 100.0% 100.0% Table 6 presents the socio-economic data, behavioral data, and the vehicle usage previously described. These input parameters presented in Table 6 represent a hurricane Category 3 - 5. 3.5 TRIP GENERATION Trip generation is expressed in terms of the total number of evacuating people and total number of evacuating vehicles. Trip generation was calculated for each of the seven (7) evacuation zones in Monroe County using the behavioral parameters described previously. Table 7 contains the trips generated, including all assum.ptions, for each evacuation zone assuming a hurricane category 3 - 5 in the year 2005. As documented in Table 7, the total number of evacuating vehicles from Monroe County into Miami-Dade County is 41.208. W \Word Pt'lfect\Projects\KEYS-EVAClJArlO!\r\.2nd DRAFT REPORT wpd 9 ~. Table 6 -_J FLORIDA KEYS HURRICANE EVACUATION STUDY Input Parameters per Group Hurricane Cate9Q!Y 3.5 (Year 2005) '. '. , Group Numbe Lower Keys Middle Keys Upper Keys -----------------. Parameter ------~ -- 1 2 3 4 5 6 7 r~urnber of People per MH Unit 244 2.31 125 197 2.27 227 211 Nurn[x;r of People per Perm! Unit 244 2:11 225 197 2.27 2.27 211 Number of People per Tourist Unl! 790 1lG :'/5 /53 300 30'; 10G / fe-_. '~----------'--~I------ .. ------ --~-------.- ----" jI'JU"',V:1 ,)f Vehicles pu Unit "1.35 1 /C U9 165 176 161 1.58 I __u I'JumrJC"r of Vehicles per T OUflSt Unli 1 (J,j 1 ().1 10::. 110 110 11() .... ~ '1 ll~:':) ;~:i'I:Up;.liion of fv1. H. UnIts --- --+---c; y;- -- 9~~H -!SIJO I It)" _~ 9~j1)O 9500 9500 %00 i% /]af:lclpil!IOIl of 0Ih(;r Units ,~O CO ~)11)O 80.00 8500 85.00 8:,00 85 co i ,-.- 3600 noo II~~I \)ccupancy of DwelllngUnl!s 6900 57. 00 66.00 65.00 112.00 % PanlClpatlon by Tourists Units at Risk 100.00 10000 10000 100.00 100.00 100.00 100.00 % Occupancy of Tourist Units 72.00 64.00 64.00 70.00 70.00 70.00 70.00 % Dis!ribution Public Shelters (Reslden!s) 000 000 0.00 000 0.00 0.00 000 (Perm Residents) Friend/Relative 5.00 5.00 5.00 000 0.00 000 000 Hotel/Mote 0.00 000 000 0.00 0.00 0.00 000 Oul of Count 95.00 95.00 95.00 100,00 100.00 100.00 100.00 % Distribution Public Shelters (T ourists) 0.00 0.00 0.00 000 0.00 0.00 0.00 (Tourists) Friend/Relative 0.00 0.00 0.00 0.00 0,00 000 0.00 Hotel/Mote 0.00 000 0.00 0.00 0.00 000 0.00 Out of Count 10000 100.00 100.00 100.00 100.00 100.00 100.00 Vehicle Usage % 69.00 69.00 7000 71.00 71.00 71.00 71.00 Tourist Vehicle Usaqe % 100 00 100.00 100.00 100.00 10000 100.00 100.00 Table 7 FLORIDA KEYS HURRICANE EVACUATION STUDY Evacuating Population at Risk and Evacuating Vehicles Hurricane Cateaor 3-5 (Year 2005) Evacuating 1 2 3 4 Evacuating 1 2 3 4 Population Vehicles Zone NO MN01 36,231 13,561 0 1,400 0 34,831 0 535 0 13,026 Zone NO MN02 13,112 5,839 0 590 0 12,522 0 310 0 5,529 Zone NO MN03 15,937 6,684 0 813 0 15,124 0 352 0 6.332 Zone NO MN04 5,344 2}65 0 0 0 5,344 0 0 0 2}65 Zone NO MN05 8)85 4,621 0 0 0 8)85 0 0 0 4,621 Zone NO MN06 17.463 I 8,079 i 0 0 0 17,463 0 0 0 8.079 Zone r,O MN07 1.731 856 I 0 0 0 1)31 0 0 0 855 Total 98,603 I 0 2,803 I 0 I 95,800 I 42,405 I 0 I 1,196 I 0 41,208 , 1 = In county public shelter 2 = In county fliendslrelatives 3 = In county hotel/motel 4 = Out of County \\' \\\."lId f'l"lfct:t\I'rojeCls\kEYS,FV A(T)A 1'1{ IN\2l1d DlL\F I RrpOR t wpJ III "A not/leI' key component (~l the Florida Keys lfurricane Evacuation Il4ode! is background trt~ffic. " I 'I "Traffic counts were II recorded throughoutl the Florida Kevs. " II . Ii I' II II il II Ii ,I I I II II ii II !I I. i! ,I II 'I 3.6 TIHI'DISTIHIH!T10N/SIIELTEHS f'rip distnhlllltlll IS expressed ill f'ahk~. Ihl' trip lahk ,')lIlllnl<lri/cs the nllll1hLT orvchiclcs travelillg hetween IOlles (intLTJl(t1 trips till' vehicles llot leaving till' Keys) alld the number or vehicles exiting the Florida Keys rrom each mnL', assuming a hurricane category' - 5 in year 2()()5 3.1' THIP ASSICNMENT The trip dislllhlllioll documented in till' lrip table \Vas assigned onto the road\\d) Ill,'I\\I)11< lh!:~g 1he IO;lding llocks ;111l1 percentages obtained If'OI11 the prcviou:-> hUlTledllc L'\aClldtion studies perlclrmed by PI3S&.J. II II /, II I I II 'I I, I' ,I II II II I' I I, II " Ii i The network was loaded as follows: / ()J)C I: Of all the evacuating vehicles generated in Zone 1 (out- of-County and in-County vehicles), 80 percent entered the network at link Al and 20 percent entered at link B. Zone 2: 20 percent entered at link C, 30 percent at link 01, and 50 percent at link E. Zone 3: 60 percent entered at link H], 10 percent at ] ink II, 10 percent at link 11, and 20 percent at link K. Zone 4: 50 percent entered at link L, and 50 percent at link MI. Zone 5: 60 percent entered at link N, and 40 percent at link O. Zone 6: 60 percent entered at link P, and 40 percent at link Q. Zone 7: 100 percent entered at link T. The loading of traffic onto the transportation network is presented in Figures 2 and 3. 3.8 BACKGROUND TRAFFIC Another key component of the Florida Keys Hurricane Evacuation Model is background traffic. Background traffic increases the level of traffic on the roadway system and therefore, has a direct effect on clearance time. Background traffic includes: out-of-County traffic (business trips and recreational trips), non-evacuating vehicles conducting hurricane preparation trips, typical day commuting trips, etc. \V \Wnlrl Per(CCI\PnlJl'cts\KI.:YS-I:V:\('l i..\-I-]\)N\2nd DRAFT REI'OR-[- wpd /I ~~~~. --~- r---- l!3 I'- C5 0 0 0 0 0 0 0 = = 0 E- O '" Z > 2 0 E -;f!. 0 ;j2. ;j2. ;j2. ;j2. ;j2. ;j2. ;j2. <i2 U::: 0 ;f2. 0 0 0 0 0 0 0 = 0 0 0 0 0 0 c:i 0 c:i 0 ~ l!3 I fij!~m Ill)! 8 C5 0 0 0 0 0 .Co 0 ~l = W: 0 E- " Z ~ 2 , 0 E ::? 0 ;j2. ;j2. ;j2. ;j2. ;j2. ;j2. ;j2. d2- 0 U::: 0 ;f2. 0 0 0 0 0 0 0 = c:i 0 0 0 0 c:i 0 c:i c:i 0 ~ l!3 I'~ LD C5 0 0 0 0 0 0 = 0 E- !~ ~~. 0 '" z > 2 0 E ::? e ;j2. ;j2. ;j2. ;j2. ;j2. ::? ::? d2- 0 0 0 0 LL ;f2. 0 0 0 0 0 0 0 = c:i c:i c:i c:i c:i c:i c:i c:i (-:-...::J 0 ~ :g IIHI (1; C5 0 0 0 0 0 0 E- >- Z ~ 0 ::J 2 0 ~ LO E ::? en e ;j2. ;j2. ;j2. ;j2. ;j2. ::? ::? ~ 0 :z C) 0 0 0 0 ~ LL ;f2. 0 0 0 0 0 0 0 = c:i 0 0 c:i c:i c:i c:i c:i c:i c:i 0 ~ L.... ~ ro a. I ::J ~~ u l!3 ~ c.. 10 (<) C5 0 0 0 0 ~ M 0 E Z ~ co w 0 ~ 2 <U ~ 0 <U .n :a E ::? ::? ::? ::? ::? l'O U g 0 ;j2. ;j2. ;j2. d2- 0 I- ctI U::: 0 0 0 0 0 n:: I- ;f2. LO LO LD LD 0 0 0 = c:i - N N N N c:i c:i c:i c:i 0:: c.. ro 0 ::J 'C U <D ~ ~ ~ ~ :I: I- 0_01] en Q) s::: l!3 ~ ~ N C5 0 0 :x:: "E 0 E <( Z ~ 0 ::J 2 0 n:: :c E ::? 0 e ;j2. ;j2. ;j2. ::? ~ ::? ::? d2- 0 --I '<t c 0 0 0 LL ;f2. '<t '<t '<t '<t 0 0 = c:i u- N N N cD cD c:i c:i c:i 0 ~ ~ <D ~ l!3 01lllU C5 0 C; E Z ~ 2 0 E ::? ::? ::? ~ e ::? ::? ::? ::? ::? 0 0 0 0 0 0 0 ~ 0 LL ;f2. 0 LD LD 0 0 0 0 c:i Lei N N c:i c:i c:i ci c:i 0 I'- ~ ~ ~ -'" c :.:J u w I ::::: ~ = 0::: -'" <( c U5 (J) 0 ~ N (<) '<t LO "2 ~ ~ ..... N N (;) (;) ~ -- 8 0 LO ro ro 0 0 0 0 0 (5 (5 co I z z z z z z z z 2S 2S ~ I 2 2 ~ 2 ~ ~ 2 ~ => => 0 0 0 0 0 ~ 0 ~ en en l- I- l- I- l- I- SiM!leltl~/SpUtl!J:l f:lunoJ f:lunoJ ~ 'l? SJtlll<l4S :)!Iqnd :f:lunoJ ul JO lno 0 I- I ". .... u (jJ c > :J .~ 0 .a ~ .r: t :0 0 .s c (jJ If) ;;.:: (jJ >, 13 C E :J (jJ 8 > rn 0 c ~ :0 :J C 0 <1l <1l 2 > (jJ Qj (jJ .r: E (fJ a .~ c :Q 0 0.. 13 <1l ~ (fJ is (fJ (jJ ~ E <1l .S g rn ~ .S Qj > :J "0 jg (fJ ~ (jJ (fJ 13 r- E '" (jJ 0 u (jJ "- E > UJ >, '" (jJ r- > C "- >, :J ~ C 0 u 0 :J .~ "0 8 c -'" SJ .s; Z ~ C'"l C'"l '<t lO <n 0 (fJ c; N 0 0 0 0 0 1= (jJ U5 0 z z z z z <( ro ~ z z :;; :;; :;; :;; :;; ;:0 :;; :;; u c '- c c .S .S ~S ~S .S <( rn 0 .- ~- aJ aJ aJ aJ aJ > en E aJ aJ ~ Q) 115 ~ Ci5 Ci5 Ci5 1:) <1l B ~ ~ ~ ~ ~ >- <1l ~ UJ Q) U5 ::= N C'"l '<t lO ~ ro a:> en ~ ~ ~ c c c c c c c ~ a3 0 Q ~Q 0 .Q Q 0 0 0 10 115 115 ~ 115 115 10 1:) 1:) ~ ~ s <;:: s s s c. <1l -'" ~ ~ ~ ~ ~ '-" .r: c (f) ~ C. "0 II 0 -'" 0 ~ c Z N C'"l '<t lO ~ ~ "'2 ;?3 -'" w c; ?; ?; ~ U'J <D ~ 0 ~ 0 0 0 0 c W Z Z Z Z Z Z iJj -I ::;; ::;; ::;; ::;; ::;; ::;; ::;; "The background I traffic was assumed . to decline evelT Ii hour until it ![ i reached zero. " "The South Florida I Evacuation Model ,I provides different II travel speeds during I hurricane I evacuation II conditions for the :1 I~omestead Ii Extension of Ii Florida's Turnpike. '~ " I' Ii Trarfic counts were recorded throughout the Florida Keys. These counts were adjusted to reflect traffic levels during hurricane season using the adjustment !;\Ctors published hy I'D()T The adjustment filctors for Ivl011roe ('ounty were developed llsing the F[)()'r's Continuous Count Stations located in Key Largo, l1ig Pine Key, and Stock Island. Each roadway link was assigned a background traffic level for the first hour of evacuation as Collows: .J The closest count station Vias used ror each link. The o:(J(J AM to 700 ;\[',,1 traCfie volume \\as selected. " " 'I Ii II q jI !I !, Ii I i I I I Ihe background tranic was assumed to Jecline every hour until it reached ---:ero It was assumed that zero woulJ be reached at the end of the selected response curve. For example, if the early response curve (an 8-bour response curve) was selected for modeling purposes, the background traffic \\~lS 100% of the actual recorded count at hour one of the evaCUdllon and zero at hour eight. A uniform distribution was assumed for the rate of decline of the background traffic. 3.9 ESTIMATE OF CLEARANCE TIME I ,I il 'I Ii I, !I Ii I As stated earlier, clearance time begins when the first evacuating vehicle in Monroe County enters the roadway network and ends when the last evacuating vehicle exits, or passes by the entrance to the Florida's Turnpike on US 1 in Florida City. The Florida Keys Hurricane Evacuation Model, developed as part of this study, calculates the clearance time for vehicles evacuating from Monroe County (from Key West to US 1 in Florida City). The results of this study will be entered into a larger South Florida Evacuation Model conducted by others. For purposes of this study, the estimate of time it might take for Monroe County people to get to a safe shelter (FlU), additional travel time is required between Florida City and FlU. The additional time, as provided by others, is documented below: The South Florida Evacuation Model provides different travel speeds during hurricane evacuation conditions for the Homestead Extension of Florida's Turnpike (HEFT). The travel speeds depend on the rate at which evacuating vehicles load the transportation network and the number of evacuating vehicles. Since the number of evacuating vehicles depend on the hurricane category (1,2, 3,4 or 5) the South Florida Evacuation Model provides the following evacuating speeds for the HEFT: Category 1: Category 2 - 3: Category 4 - 5: 50 mph 40 - 50 mph (average 45 mph) o - 45 mph ( average 30 mph) For purposes of this study, 50 mph was assumed for a hurricane category 1 - 2. Since there arc 26 miles between Florida City and flU, the \\,\WOld I'clfcctWrojl::cts\K LYS. L '"At"\ 1:\ nOf\.'\:::lld I WAJ"l REPOK l wpd /5 "For a Category 3-5 hurricane, the additional travel time between Florida Ci(}JlInd FlU would be approxiJllate~}J 52 111 in utes. " additional lravel time ror a category I - 2 hurricane would he approximately 10 minutes. Similarly, using an average travel speed of]O mpll ror a category 1 - 5 hurricane, tile additional travel time hetween Florida ('it) and 1:llJ would he approximately 52 minutes , :1 il il I I ! i! W\\Vonlllcrfect\Projt'cls\K L:.\'S-FV ACLJATlON\111d DRAFT REPOf{"l wpd 16 "One unique characteristic about the Florida Keys is that there L", onl)? (}/l~! . j! evacuatio/l route II through mO...,'t (~l Ii the Keys. " I I I I II II II II II ,I II I I "The hurricane I evacuation model I developed as part I of this study has a total of 31 links." ': i CHAPTER FOlJR EXISTING CONDITIONS One unique characteristic ahout thc Florida Keys is that there is only one evacuation route through most or the Keys. Only in the northernmost Florida Keys does Card Sound Road (CR 905/905A) present itsel r as the alternative route to US ]. .,' " This chapter documents. Oil a section-hy-section basis, existing roadway "~lssets" of the Florida Keys transportation evacuation system. heginning ~ll the northern houndary or the (ity of Key West, and terminating at the junction of! JS I and Florida's Turnpike in Florida City. For purposes of this report, US I is assumed to be a nOlih-south atierial. Vehicles traveling northbound are heading toward Miami and those traveling southhound are heading toward Key West. The cross sections of the lower. illiddle, and upper keys are presented in Figures 4 and 5. 4.1 ROADWAY CAPACITY II II r The previous hurricane evacuation model prepared by Post, Buckley, Shuh and Jernigan (PBS&J) assumed 21 outbound evacuating links (identified as links A through U). The hurricane evacuation model developed as part of this study has ten (10) additional links for a total of 31 links. The additional links reflect changes in cross section. For example, link A from the previous model extended from mi lemarker 2.0 to milcmarker 9. O. This link was broken down into two links (AI and A2) because the roadway provides different typical sections. The facility provides two lanes in each direction plus a double yellow centerline (four-lanes undivided) between milemarker 2.0 and milemarker 4.0 and two lanes in each direction plus a raised landscape median (four lane divided) from milemarker 4.0 to milemarker 9.0. Moreover the l8-mile stretch and Card Sound Road were extended to Florida City (previous model ended at the Monroe I Miami- Dade County line). Also, a new link (R2) was added. The R2 link represents US 1 between the intersection of US 11 Card Sound Road and the northbound on-ramp onto Florida's Turnpike. The 31 links contained in the updated hurricane evacuation model are presented in Figures 2 and 3, located in the preceding section of this report. The existing roadway characteristics of each outbound evacuation link is presented in Table 9. The table is self explanatory with several exceptions, as noted below: o Evacuation Outbollnd Lanes - the number of existing delineated lanes in the outbound (leaving the Keys) direction. o Outbound Flow Rate / Lane - this is an "agreed by the advisory team" hourly capacity, on a link-by-link basis, of W \\Vord Pcrfect\Projecls\KEYS-EV AUlA TIOt\l\1nd DRAFT REPORT.wpd 17 Table 9 FLORIDA KEYS HURRICANE EVACUATION STUDY Roadwav Network Link Milemarkers Year 2,000 Evacuation Pavement Outbound Flow Total Flow Area Location/Description Configuration Outbound Lanes Width (FT) Rate I Lane Rate Name From To '" A1 Lower Keys 2,0 4,0 Key West'fo Stock Island 4L 2 900 1,800 A2 Lower Keys 4,0 g,O Slock Island to Big Coppilt Key 4LO 2 44'.53 900 1,800 B Lower Keys g,O 17,0 Big Coppllt Key 10 Sugarloaf Key 2L 1 34' 1350 1350 C Lower Keys 170 220 Sugarloaf Key to Cudjoe Key 2L 1 34' 1350 1,350 Cudjoe Key to Surrmer1and Key Cove I 01 Lower Keys 22,0 24,0 Airport 2L 1 44' 1350 1,350 Surrmer1and Key Cove Airport to 02 Lower Keys 24,0 25,0 Summertand Key 3L 1 44' 1,350 1,350 03 Lower Keys 25,0 30,0 Summertand Key to Big Pine Key 2L 1 33' -44' 1,350 1,350 E Lower Keys 30,0 34,0 Big Pine Key to West Surnmerland Keys 2L 1 33' 1,050 1,050 West Sunmertanc to Spanish i F1 Lower Keys 34,0 35.2 Harbor Keys 2L 1 25' 1,350 1,350 Spanish Harbor Keys to Bahia Honda F2 Lower Keys 352 36.5 Bndge 4LO 2 width unknown 1,350 2,700 Bahia Honda Bndge to Bahia Honda F3 Lower Keys 365 37.5 Key 2L 1 33' 1,350 1,350 G Mddle Keys 37.5 47.0 Bahia Honda Key to Hog Key 2L 1 25' 1,500 1,500 H1 Mddle Keys 47,0 48,0 Hog Key to Boot Key 2L 1 25' 1,350 1,350 H2 Mddle Keys 48,0 50,2 Boot Key to Marathon 4L 2 25'-49' 900 1,800 11 Mddle Keys 50.2 50,8 Marathon to Marathon Shores 5L 2 64' 900 1,800 12 Mddle Keys 50,8 54,0 Marathon Shores to Key Colonial Beach 4LO 2 58' .{)4' 900 1,800 J1 Mddle Keys 54,0 54,5 Key Colonial Beach to Deer Key 4LO 2 58' 900 1,800 J2 Mddle Keys 54,5 58,0 Deer Key to Grassy Key 2L 1 32'-58' 1,350 1,350 K Upper Keys 58,0 74,0 Grassy Key to Matea,JrrlJe Harbor 2L 1 32' 1,350 1,350 L Upper Keys 74,0 80,0 Matea.nrlJe Harbor to T eatable Key 2L 1 48' 1,350 1,350 M1 Upper Keys 80,0 83.5 T eatable Key to Islamorada 3L 1 48' 1,350 1,350 M2 Upper Keys 83.5 85,6 Islarrorada to Wndley Key 2L 1 48' 1,350 1,350 N Upper Keys 85,6 00,0 Wndley Key to Plantation Key 2L 1 33'-48' 1,350 1,350 0 Upper Keys 00,0 100,0 T avemier Key to NelVport Key 4L0 2 44'-56' 900 1,800 p Upper Keys 100,0 105,0 Newport Key to Sexton Cove 4LO 2 44'-52' 900 1,800 Q Upper Keys 105,0 106.3 Sexton Cove to Rattlesnake Key 4LO 2 44'-52' 900 1,800 R1 Upper Keys 106.3 126,5 Rattlesnake Key to Card Sound ReI 2U4L 1 24'-25' 1,500 1,500 R2 South Dade 126,5 HEFT Card Sound Rd to HEFT 4LO 2 900 1,800 Int CR 905/ S Upper Keys 106.3 CR 905 A Lake Surprise to Crocodile Lake 2L 1 32' 1,350 1,350 Int CR 905/ T Upper Keys Ocean Reef CR 905 A T anglefish Key to Crocodile Lake 2L 1 60' 1,350 1,350 Int CR 905/ U Upper Keys CR 905 A US 1 Crocodile Lake to South Mami-Dade 2L 1 I 24'-25' I 1,350 I 1,350 , I LEGEND: 2L = T v.l}-Iane facility 2U4L = Two lanes with short four-lane sections for passing purposes 3L = Three-lane facility (center lane is a rNo-WiI'f left-turn lane) 4L = Four-lane undivided facility 4LD = Four.lane diVlded facility 5L = Five-lane facility (center lane is a two-way left.turn lane) W\W(lIn Pl'rkLl\PI()I~cts\KI:YS-FVAClJAT10N\2nd DRAFT REPORT wpd 20 "The Highway Capacity Manual recognizes that the saturation.flow rate I (~l one lane (~l trt~fficll varie,\' between 1800 II vehicles per hour II and 1950 vehicles " per hour. " II II II I' II ,I I "A thorough review was performed of US] and Card Sound Road throughout Monroe County. " onl: outbound lane. The Highway Capacity Manual recognizes that thl: saturation flow rate of one lane 0;' traffic varies between 1800 vehicles per hour and 1950 vehicles rer hour. Saturation flow rate is defined as the nUl1lhn of vehicles per hour per lane that can pass through a given roint of the roadway. Due to the uniquc nature of the Keys (rural, transitioning, and urban roadway sections. tourist tranic, vehicles pulling trailers. truck traffic, etc.) and rossihlc dfccts of pre-hurricane conditions (cloudy. rainy. etc.) a "discounted" saturation flow rate of ] 500 vehicles per hour per lane was assumed as a starting point. Each link was then reviewed and assigned a reduction l~lctor of ] (Jf% (due to side friction caused by local streets and developments located adjacent to the highway), 30% (due to signalized intersections), or 40% (if both conditions cxist), \\'as applied to the "discounted" 1500 vehicles per hour per lane saturation flow rate. o Total NOll Rate - is the Outbound Flow Rate / Lane times the numher of evacuating outbound lanes. 4.2 PHOTOGRAPHIC RECONNAISSANCE A thorough review was performed of US 1 and Card Sound Road throughout Monroe County. The following photographs illustrate the existing roadway conditions, on a section-by-section basis, of US 1 and Card Sound Road. W \\VUI d Perfcct\Projecls\KFYS_EV AClJATION\2Ild DKAI.T REPORT wpd 21 Milemarker 4.0 to Milemarker 9.0 Stock Island to Big Coppitt Key Four-Lane Divided Section The southernmost project limit hegins at approximately milemarker 4.0. South of this limit, liS] hranches (links) to North Roosevelt Boulevard (U~ 1) and South Roosevelt Boukvard (AlA) in the City of Key West. " From milemarker 40 to milemarker 9.0. US 1 is a four lane divided facility with a grass median. II II II ,I I I I II II II r II PHOTO 1 Milemarker 5 looking south toward the intersection of us 1 and Third Street on Stock Island. \\' \\\'(Hd l'crfect\PlOjeCI.~\KI:YS-EV^C{)ATlON\2nd lJRAr-T REPORT wpd 22 i II Ii I I I I I II ,! " i: Milemarker 9.0 to Milemarker 21.0 Rig Coppitt Key to Cudjoe Key Two-Lane Section This segment is a two-lane. undivided facility throughout most of its twelve (12) mile length There arc short segments with three lanes at milcmarkers II, 15 and 17. il ii il I! rI II Ii " if II I' II !j il I ..,~. II II I I I !'j~ -- . ~ .~ -'" - . PHOTO 2 Milemarker 11 looking north on the approach to the bridge over Shark Channel. \V \\Vord Pt:ffl'cl\ProieLts\I\.FYS-EVAnl:\Tl(JN\~lld DRAFT REPORT wpd 23 Milemarker 21.0 to Milemarker 25.0 Cudjoe Key to Summerland Key Three-Lane Section II I' II II 11 Ihis is generally a three lane section with a center turn lane. Ihere is a section at approximately Milemarker 2] with auxiliary right turn lanes. (S~f photo below). !' II I ! I I' I PHOTO 3 Milemarker 22.8 looking south near the intersection of Cutthroat Drive and US 1. II W \Wold Perfcct\PrOJeCls\KEYS.I~V ACUA TION\2nd I )Rt\FT REPORT Wl'd u Milemarker 25.0 to Milemarker 35.2 Summerland Key to the Spanish Hal'bor Keys Two-Lane Section I'his segment also traverses Big Pine Key and consists oltwo travel lanes. I I II Ii I, ij I' ,I II ,I 1] I' II I, I' d II ,I il Ii i' Ii II Ii il II 'I ! I i I I 'i II II I PHOTO 4 Milemarker 29 looking north across Pine Channel. Note the additional unpaved shoulder available for emergency purposes. \V \W()ld Perfecl\llf(ljecls\KF,YS-FVACUATlUN\lnd DRAFT REP()RT wpd 25 Milemarker 35.2 to Milemarker 36.5 Bahia Honda Channel Four Lane Divided Section I , I I I I I II I' !I il " Ii I , I i I I I i Iii ! 11 II d II I' II Ii I i This one and three tenth mile segment is a l'our-lane divided facility. This !illJr lane segment begins just south of the Bahia Ilonda Bridge and State Park and ends just north of the bridge. PHOTO 5 Milemarker 35.2 looking north toward the bridges across Bahia Honda Channel. \V \\\'nfll Pcrfecl\Projet.:ts\KEYS-EVAClIATlON\]'LJ DRAFT REPORTwpd 26 Milemarker 36.5 to Milemarker 4S.0 Bahia Honda to South Marathon Two-Lane Section This is a two lane undivided segment. This segment also includes the Seven Mile Bridge shown in the photo 11L'low II II II :I II II , I ~.:' -~""./-... -. --..:".( -..J~ -....'-:-.~, -- '" -=-.::-- '""'-~ PHOTO 6 Milel71arker 41 along the Seven-mile Bridge. W\Wold l'crfectWroJecls\KFYS.FVACLJATION\2nd DRAFT REPORT wpd 27 Milemarker 48.0 to Milemarkcr SO.O South Marathon Four-Lane Section I'his is another relatively short segment consisting ofa four lane undivided section, 'i :1 Ii ;1 !I i! 'I II Ii (I " 11 II II I: I' iI li ii Ii II i i I I I , ,I ,I II II Ii I' II II 'I I, II I, " 'I I -:J!I ~/ / /1- . II,. .' .. .,/. /,,,,-,/ " / /., ~:.j. ...'r PHOTO 7 Milemarker 48 looking north near Palm Is'land Drive, I I II , i I I II ,I Ij I, :i " :i I' il !I 11 " II \V \WOId P.;rfect\Projecls\K I:.YS. EV A( .tJATlO'\,'\211d DRAFT REPORT ""pd 28 Milemarker SO.O to Milemarker SU) Vaca Key to Marathon Shores Five-Lane Section !'his scction of'the subject study arca consists ora short jive-Ianc segment with a center turn lane. The photo helmv at Milcmarker :'\(), Somhreru Ikach Road. exhihits additional auxiliary lanes at the intersl'ction. I I i II II Ii - -J-- J '~ PHOTO 8 Milemarker 50 looking south at Sombrero Beach Road. \V IWord Perft.'Cl\PlOjt.'us\KEYS-EVACllAl\ON\2nd DRAFT REPORT wpd 29 Milemarker 51.0 to Milemarker 55.0 Marathon Shores to Fat Deer Key Four-Lane segment This section of US I is a four lane divided stretch with a small grass median. The intersections at Coco Plum Drive has additional turn lanes as depicted in the photo below. " ,) .~;. LJ PHOTO 9 Milemarker 54.2 at Coco Plum Drive looking south. W\Word Perfect\Projects\KEYS-EV ACUATION\2nd DRAFT REPORT_wpd 30 Milemarker 55.0 to Milemarker 74.0 Fat Deer Key to Lower Matecumbe Key Two-Lane Section I II II :1 !I 11 Ii II :1 II II II :i " ii II il II !I :j II I, !I II Ii il I, I' I Ii 'I Ii I' I II II Ii II I This area or LIS 1 consists or a two lalle cOllliguratioll with paved shoulders. There is also unpaved shoulder space availahle in several areas, as seen ill the photo helow. .s, -- "" ::j-- ..L ~ .~ r- PHOTO 10 Milemarker 58 looking south. This photo depicts the paved shoulders as well as the available unpaved shoulders. W'\WOId Perfecl\Projeus\KEYS-EV At 'll:\TIOI'\'\2nd DRAFT REPOR 1 wpd 3/ II Ii II I Ii II II II I' ,I .1 " :1 if I, it ii II Ii Ii I, I II i lj II II il ii :! II :! Ii Ii II Ii Ii " n Ii jl II " " il Ii Ii H :j !i II i I I I I I , I I I II II II I I' 'I II I' il II II Milcmal"ker 74.0 to Milemarkcr 76.0 Lowel" Matccumhc Key Two-Lane Segment This portion of the project is also characterized by a two lane design with paved shoulders. The photo below shows substantial beach erosinn and the close proximity of the ocean to the road. " " PHOTO 11 Milemarker 74.6 looking south. W\Wnrd PCffect\Projecls\KEYS-EV ACUA nON\1nd DRAFT REPORTwpd 32 Milemarkcr 76.0 to Milcmarkcr SO.O Lower and Upper Matecumhe Key Two-Lane Section II il I i I! i il I, .1 Ii il 'I Ii :1 II II !I :1 "his sl:ction or the study area is also a (wo lane undivided conliguration wi th add i tionalunra ved shoulder space a veti lab k for emergency purpOSl:S, Ii II i! 'I Ii !I II II :1 I: I, il II ;1 iI 'I I II II I I PHOTO 12 Near mile marker 77 looking south. Note the unpaved shoulders present on both sides of the roadway. \V Wlord Perfect\ProJects\KEYS-I::VACllA lInN\~IlJ DRAFT RFPOR 1 ,vpd 33 II I I I I II Ii !I 11 Ii I' Ii 11 II ii II !I !I II !! Ii II II 'i II Ii II II 'i II II Ii II Ii p :1 1I I' I Milemarker 80.0 to Milemarker 83.5 Upper Matecumbe Key to Windley Key in Islamorada Three-Lane Section This sectiol1 of US I is a llal1l' undivided hlCility with a center turn lane. The photo below shows the f1dved shoulders and frontage road in lslamorada. >-; PHOTO 13 Milemarker 80 looking north toward Islamorada. W\Word Pcrrcct\Projects\KEYS-EV ACUA nON\2nd DRAFT REPOR 1 wpd 34 Milemarkc." 83.5 to Milcmukcr 86.S Islamorada to Plantation Key Two-Lanc Section Ihis three mile segment oj' the project is characterized hy a two lane section with shoulders l'rom i'vlilemarKer 8l.5 to MilemarKer 86':::; ~l Ij i :1 " ii Ii " il " !! !l II II 11 Ii Ii 'I !! Ii iJ II II !I il II I PHOTO 14 Milemarker 84.5 looking north Notice the unpaved shoulders at this location. I II !! ii II ;1 \V I,Wurd Pl'lfeu\Prnjec!s\KTYS-EVACl,IATION\1I1d DRAFT REPORTwrd 35 Milcmarkcr 1\6.5 to Milcmarke," <)0.0 Plantation Key Tlucc-Lane Segment I'his portion or the lO<llhv<I: IS generally a three lane undivided section with a center turn 1 <I Ill' I here are additional right turn lanes in this section at the Wood \ \ellUl' in1crscclion. I II II II II I, II iI I I I I I! 'I I II I I II II !I Ii II 1 I I, I :}- " 1_- - ~ - PHOTO 15 Milemarker 86,8 looking north near Plantation Lakes Estates. The parallel facility shown is this photo is Old State Road 4A. \V \Word PerfeC[\Prlljccls\KEYS-EVACtJATION'I2nd DRAFT REPORT \\'pJ 36 Milcmukcr 90.0 to Milcmarkcr 94.0 Plantation Kcy and Tavcrnicr Four-Lanc Section From Milemarker <)(J to <)4 the segment consists of four travel lanes and a relatively \vide median. I' ,I ~r1i.f~;'::,:,: II ~~tig,,~'~":'i' II II I, II Ii :i Ii I I I I I I II II II I I I II II II II I I' II . -..,-~ , .~ . ... - " I <It . PHOTO 16 Milemarker 90.2 looking north toward Tavernier Creek. Old State Road 4A is also seen in this photo to the right. II 'I 'I I, II II \\' IW1'id Pl'dl'~'I\PIOJ(,~-IS\KF\'S-I:V.\l '{IAllON\2nU DRAFT REPORT wpd 37 Milelmll"ker 94.0 to Milemarker 99.S Tavel"nier- Foul"-Lanc Sc('tion This rour lan~ scgmcnt is charact~riz~d by a very wide and cI~vclopccl mcclian. Th~ Ill~dian is dcv~lopecl with both residcntial ancl cOllllllcrcial structures. 'I. ,~,}. . :-,~\ " -:. ~ - .\ , ~i : .:-.. j ~ :\ · '~'. J ,I Ii Ii Ii ~ II II I. I PHOTO 17 Milemarker 99.3 looking south (Atlantic Boulevard intersection). W-\Word Perfcct\Projects\KEYS-EV ACUA TlON\2nd DRAFT REPORT wpd 38 Milclllarkcr 99.5 to Milclllarker 106.~ No."thl'."n Tavernie." to Kl'Y Largo FOll."-La'H'Section This is a rour lanc scgmcnt with a much narrower mcdian than thc prcvious segmcnt. Thc southcrn eXit/entrance to (ard Sound Road is also located within thc segmcnt .2. .' II I 11 I' I ! '.':1-0-_ ~--. PHOTO 18 Near milemarker 101 at Tarpon Basin Drive \1,,1 \Word Pt'rfect\Projecls\KEYS-EV ACt JAT10N\2nd DRAFT REPORT wpd 39 !I II i, il i! !I II iI II ,I II I, il II II II !l ii I. ii i! :1 I' II II ~ I II jI :! II Il iI ,. n II II I' ;I il II II II II Ii II Ii Milcmarkcr I06.J to Florida City via l IS I rhis segment oj {is I typically contains t\1v'O travel lanes (one in each direction), Ilmvevn. tvvo passing /.Ones arc provided within this segment. The passing /ones provide two lanes in each direction. ;~~ PHOTO 19 Milell1arker 116.5 on US 1 (southerly view of us 1 just north of a passing lane section). W\Word PerfCCI\Projecls\KEY S -F\! A(.t 1-\ 1I0N\2r\d DRAfT REPORT wpd 40 Four lane passing section on US 1 Within the previously described two-lane section, there are tvm sections which provide passing relief for motorists. In these passing sections, the roadway \videns to (<HII' travel lanes with the left lane in each direction provided for passing. ~ " ~ ~, "---., ------ -~~' .~ PHOTO 20 Northerly view at milemarker 121. W\Word Perfect\Projccts\KEYS-EVACtIA nON\2nd DRAFT RFPORl wpd 41 US 1 through Florida City Card Sound I{oad to south terminus of Florida's Tumpike I'his is an urbanized !<lllr lane section. The grassed mcuian varies 111 width. There arc numerous driveways along the northern part of' this segment due to the high density of' adjacent business. ^Iso, a number or left turn 1~1I1es arc l1r<lviued, l1articularly at the northern end of'the segment " .' I I Ii :1 " !j II '1 11 II II I, !! il !l II " " " " II Ii Ii Ii " " " d il i I, q II I' ,I I I " 11 II I i' il d :1 !I :1 I' Ii , ;<\&.. PHOTO 21 Florida City (Palm Drive). Note that R/W is available between the sidewalk and the edge of the travelway for additionallalles. W'\Word PcrfcctWruieCls\KFYS-EV A< '\ ::\ll()~\JlId DRAFT REPORT wrd 42 Can! Sound Road 90S and 905A ('ard Sound Road scrvcs as a hYP;ISS to liS I hetwl'l'n milcmarKl'r IO(l,.1 in Key I.argo and 1,'lorida City, Ihroughout its limits, Card Sound Road is a two lanl' roadway i 'I !I I! Ii Ii " Ii [I II I I I Ii Ii I I 7 ;/ // / -</ // / ..,:' PHOTO 22 Card Sound Road (Toll Facility). \1../ \Word l'elfecnPrnJeCls\KFYS-I;\'ACl1ATION\1nd DRAFT REPORT wpd 43 "TSA1 hi all abbreviation for Transportation Systems M " anagement. "The "No Build" alternative is exactly what the na111e iInplies. " CHAPTER FIVI.: AI:nm.NATlVI( ROADWA Y SYSTl~MS I I II II II 'I I, II Ii i I I I, II Ii II II I /\/1othlT CO/1cern with previous hurricane evacuatio/1 studies in the Florida Keys was their focus on clearance time calculations with limited analysis or what could be done to improve clearance times iI-om a transportation sy~tel1ls management perspective. This study executes a comprehensive eX~:l1li/1ation ofereative ways to improve evacuation clearance times \vith innovative traflic improvements tactics. In addition to the "No Build" alternative (the existing system remains in place with no changes), three additional alternatives were developed as follows: U TSM ALTERNATIVE - TSM is an abbreviation for Transportation Systems Management, or very effective, low-cost traffic engineering improvements. This concept is further defined as quick-implementation improvements that can be implemented in a matter of weeks or months, rather than years. The intent is to create a package of low- cost, quick-to-implement improvements that fit within existing rights-of-way and could be in place prior to the next hurricane season. o PERMANENT IMPROVEMENT ALTERNATIVE (OPTION 1) This option consists of higher cost improvements, but is limited to those improvements that would produce important capacity increases at key bottlenecks in the outbound direction, primarily. !I II II I' o PERMANENT IMPROVEMENT ALTERNATIVE (OPTION 2) Similar to Option 1, Option 2 consists of higher cost improvements that produce significant capacity increases. This option contains all of the improvements identified as part of Option 1 plus two additional components that result in measurable reductions in clearance time. I' I The improvements identified in the TSM and the Permanent Improvement Alternatives are based on the results of numerous model runs performed by the project team. The objective of this modeling exercise was to identiry improvement options that would result in a reduction of "clearance time." The specifics of each of these alternatives is addressed in the following sections. 5.1 No BUILD ALTERNATIVE ii I I The "No Build" alternative is exactly what the name implies. The existing physical assets on US I and Card Sound Road would remain as is. Normal emergency operating plans would utilize the existing available outboundlaneage with no expansion, either operationally or physically. W \\Vord Perfccl\PIOJCCIS\KEYS-EVr\C11ATION\2nd DRAFT REPORT wpd 44 "The TSM alternative relies Oil relatively ea.,y-to-implement operational . " strategies. S.2 TRANSPORTATION SYSTEM MANAGEMENT (TSM) AI,'rERNATIVE I II ,I !I I , I I I Ii I I il The TSM alternative relIcs Oil rclatIvely easy-to-implement operational strategies that provide f()r Incrcased cfficicncy of existing highway capacity, as well as the addition oi'tcmporary additional capacity during the evacuation period only The additional capacity will not be added thiough ncw pavcment construction or widening, but by the installation of' temlJorarv traffic control devices to increasc thc number of lanes exitinu - b the Keys, Five (5) specific sections of roadway would require TSM strategies to provide this additional temporary capacity along US I in the Florida Keys. The sections and strategies that would be employed include: o ~ is 1 through Florida City from Card Sound Road north to FIOI-ida's Turnpike: This existing four-lane section, with 2 lanes northbound and 2 lanes southbound, connects the Keys roadways with Florida's Turnpike and US I on the mainland. The TSM strategy for this section of roadway would be to provide 3 lanes northbound and I lane southbound by providing contraflow operations on the southbound side. Figure 6 shows the conceptual TSM application of traffic control devices. i~\ e 3/1 Contrafiow Emergency Operation on 4-Lane Divided Section (Florida City) ~~e6@ o I8-Mile Stretch: This segment of US I is generally a two-lane section (one-lane in each direction). The TSM alternative would convert this section to a two-lane northbound and one-lane southbound configuration, as depicted in Figure 7. W:\WOld PClfcct\l'rojCClS\KEYS-EV ACUATION\1nd DRAFT REPORT.wpd 4S II I II II Ii II II !I II 11 il :1 " Ii d il ij II I, I, II " ]f i! ij I, II I: ;1 II Ii II .I II 'I I , I I I 'I II II Ii d Ii II II " I, 11 II " :1 , I I II II II " Ii ii II II Ii I I I II u Rcvcning; I S-milc Str'ctch or Card Sound Road: This optioll cOllsists or olle-waying (outhound direction onlv) the] X-mill' . L ~ stretch or Card Sound Road, u From Milemarker 90 (Tavernier Key) to Milemarker I06.J (Rattlesnake Key): This portion of US I is currently a four-lane divided roadway. The median between opposing directions or traffic varies in width and character within this section of US ], The TSM alternative would convert the southbound p0l1ion orthe roadway to a two-way operation, providing a northbound contral1ow lane. Between Milemarker 94 and 98, the median widens, where commercial buildings are present between northbound and southbound traffic. Of particular concern in this segment is that associated with pedestrian or cross over traffic. Care must be exercised to "fence-off', restrain or otherwise warn pedestrians, bicyclists, or motorists who desire to cross the median and enter the contraflow side of the highway, because they will not expect to see traffic coming from the south. The ISM alternative would seal off all traffic crossing the median through public roadways and provide supervised public crossings only. The lane arrangement for this section of US 1 is shown in Figure 8. @ 2/1 Unbalanced Emergency Operation Figure 7 @ o From Milemarker 80 (Teatable Key) to Milemarker 90 (Plantation Key): This ten-mile segment of US 1 is generally three lanes wide. Several locations along this roadway section are two lanes with a median auxiliary lane to accommodate left turns. Other segments are two-lane sections with wider shoulders that would allow for the temporary reconfiguration. The TSM alternative would convert this section to a 2-lane northbound and W \\Vord Perfcc(ljlfOICCls\K FYS-EV t\~ 'lJ:\ T10N\::'nJ DRAfT REPORT wpd 46 1-lane southhound configuration. The roadway configuration 1<11 this section or (IS] is illustrated in Figures 8, <) and In. II u I II " II ,', j I, 0 II , From Milcmarkcr' 54.5 (Deer Key) to Milemarker SO (Matecumhe Harhor): This 25.S-mile segment of US I is primarily a two-lane section (one lane in each direction). The TSM alternative would convert this section to a 2-lane northbound and] -lane southbound configuration as illustrated in Figure 8 From Milcmarker 47 (Hog Key) to Milemarker 48 (Boot Key): This one-mile segment of US I is a two-lane section (one lane in each direction). The TSM alternative would convert this section to a 2-1ane northbound and I-lane southbound configuration as illustrated in Figure 7. I I ! Ii ,I r @ Existing 4 Lane Divided (MM 90 to MM 106.3) 3/1 Conlraflow Emergency Operation A&ure 8 @ The creation of temporary capacity could reduce the need for new pavement construction along US I in the Florida Keys to address hurricane evacuation, as long as the temporary condition could be established quickly and with certainty. The following discusses the operational aspects of establishing a TSM alternative for hurricane evacuation. \V \\Vllld PerfeCl\Projects\KEYS-EV ACUA TlON\1nd DRAFT REPORT wpd 47 .~. ',' "Keys Hurricane Evacuation Study'~\, .,~ Ii ,I :1 II 'i II II II II I I I I, II I I i '.~'O\\ ~' . ,="Y 3 Lane Section 2/ I unbalanced for emergency Plg",e 9 @ ;~;;;:"~::,;:'i."::J' ;?,. ':';..L ::~:;.:::rilo"r.da:U:evs " ". . ~'" .. :':.;. "";.:;~ ~~~:.. ....... .~.;., ''':~' ,r:",,"-~~':;~~ "i-' ,; :~;~:a:" ~ I ~l.~ ',j , ~ ~ . \ .~ '" :t~ ~::-'>'~ I I II I' II I' 10' , I. II' .1. II' 32' II I .(S)~ ~-~ 2/1 Unhalanced Lane Safely Post Operating Scheme for Bridges Figure 10 @ 5.2.1 MATERIAL REQUIREMENTS FORTSM ALTERNATIVES I[ I: ,I :1 Ii A variety of resources would be required to implement a TSM alternative prior to a storm event. They include the availability of traffic control devices, the people and equipment needed to install the devices, and the enforcement personnel to maintain the tralIic control setups. The materials needed to establish the temporary capacity along US 1 include traffic control signs and traffic cones or delineators as shown in Table 10. W \Wold Pcrrect\Plojects\KEYS-EVAClJATION\2nd DRAfT REPORT wpd 48 i[ II :, ! Ii ;1 II ii !l j! ii Ii ! 'i ;, I Ii 11 " I' I 11 Ii II Ii 11 II Ii i! II II ,I 'I II I, I! Ii II II d Ii H !i I' ,I 1i I I" I I, it II ,I II I ! i i Ii II Ii 'I Ii TABLE 10 FLORIDA KEYS HURRICANE EV,\ClI:\T10'\i STIII)\ TRAFFIC CONTlWL DEVICES Ih:()IJIREI> TO IMPLEMENT TSM INCLUI>IN(; 3-LANING OF IS-MILE STRETCII Segment Delineator Sign Requirements Requirements C;\rd Sound to Turnpike 120 14 MM 106.3 to MM 124,0 1870 62 MM 90.0 to 106,3 1,720 46 MM 80.0 to 90.0 1,060 34 MM 54.5 to 80.0 3,000 44 MM 47.0 to 48.0 110 14 Total 7,880 I 214 The ab(1\ L table assumes an average spacing of delineators of 50 feet. It also assumes that an advanced signage package will be placed in advance of the TSM installation, one for each direction of travel, as well as a sign in each direction every mile. The types of delineators to be installed must stay in place during the entire evacuation period and not require significant levels of maintenance to remain as an active traffic control device for extended periods of time. Wind and vehicular movements should not easily move the devices. Cones may not be the most effective application for this purpose. Cones move easily under nominal wind conditions, and when struck, do not rebound to their originally intended position. For these reasons, delineator posts, that "slot" into the pavement should be considered. Delineator systems where posts fit into slots in the pavement are available on the market. These delineators have a high probability of survival when subjected to traffic or wind. These delineator systems do, however, require hardening of the bottom of the delineator, in order to allow for the slotting into pavement. This hardening can be in the form of a denser base made from plastic or a metallic material to form the base. In either condition, these delineators could become a projectile during a storm event, and should be removed prior to the beginning of the high wind portion of the storm. 5.2.2 DEPLOYMENT REQUIREMENTS FOR TEMPORARY TRAFFIC CONTROL DEVICES Traffic control devices to implement a TSM strategy must be deployed and in place prior to the beginning of the storm evacuation period. As described above, depending on the devices employed, they must also be removed from the roadway prior to the actual storm event, so that they do not become projectiles during the storm. W\Word Pelfect\Projecls\KEYS-EVACUA T10N\1nd DRAFT REPORT wpd 49 The actual pLllTnll'nt of thesl' delineators would most likely he accomplislwd rrom ;1 trllck-hasl~d opcratlon. where a vehicle loaded \\ltll the device') \\'(llIld move along the roachvay. with a crew that inserts the delineators into the pavement. The vehicle that would be used would be a /latbed or dump truck, with a loading platform, a truck mounted attenuator allll an arrow hoard, The most likely crew requirements ror this operation would he a driver and two lahorers, Based on discussions with staff ii'om the Florida Department of Transportation, it is anticipated that the rate or installation or these devices would be approximately 4 miles per hour (5XX reet per second). 5.2.3 TSM IMPLEi\IENTATlON TIME BASED ON AGENCY RESOURCE AVAILABILITY I I , Ii Ii II II I The pri',',lry responsibility for traffic control of US I in the Keys is that or the enJorcement agencies, either the Florida Highway Patrol, Monroe County Sheriff Depaliment or Miami-Dade County Public Safety. These police personnel arc equipped to deal with localized traffic control situations, and not long duration circumstances. Discussions with these agencies led to the conclusion that the current resource levels of these police agencies, both officers, as well as devices (flares and cones) would not be sufficient to effectively deploy and maintain a TSM strategy for the Keys. I I " il II I A secondary source of resources is the Florida Department of Transportation (FOOT). In the Keys, the staff available would come from the maintenance offices, located either in Marathon or Big Pine Key. The total maintenance staff in the Keys today is approximately 15 people. This includes management and administrative staff. The other personnel resources normally available to the FOOT for roadway maintenance come from the Department of Corrections, at Big Pine Key. During an evacuation, however, these inmates would not be available, since the Department of Corrections is required to evacuate all inmates from the impacted area prior to a storm event. Under most circumstances, the Department of Corrections inmates would be the first out of the Keys. i I I i I' II I' 'i I' II 01 The last source of public sector personnel resources would be maintenance employees from Miami-Dade County, Monroe County, and local municipalities with a vested interest in an orderly evacuation. The availability of these personnel would also be limited for other reasons. These include conflicts with other local staff responsibilities as well as the time element needed for many of them to report where required. The farther away the resources are, the longer and more complicated the response capability would be. W \Word PerfeCIWrOjCCls\K E\"S-EV A( 't.fA Tt()N\2nd DRAfT REPORT. wpd so ;1 , II II I' :. II " " " jl ,I " 'I 11 :1 " 'I :, 'I !I II [I " i! q II , Ibscd on discussions with till' I'Iorid,\ Ikpartll1cnt 01 Iransportation r-..1aintcnance organi/;ilJoll. II \\d,') as')ul11ed that the f()lIo"in!:-, 1'l)OT stafT resources would he a\';lil;lhk 1(1 respond to ;\ ')[orlll e\',-~nt o 4 vehicles properly equipped o 12 Highway Maintenancc Technicians l3a~ed on the 7,XXO required uelineators, and a production rate of4 miles per ho ur, it would take a total 0 r 1 X. 7 hours to install all devices. Assuming the availability of4 crews, anu that all crews produce and work simultaneously, this could be accomplished in 4.7 hours. This does not include the time required to recall the trucks from other maintenance activities, the time to load the delineators on the trucks and the travel time to the sites for installation. The tim' line to accomplish implementation or thc TSM altcrnative is prescnteu in Table 1 ]: TABLE 11 FLORIDA KEYS HURRICANE Ev ACUATlON STUDY TSM IMPLEMENT A nON TIME: 3-LANING I8-MILE STRETCH Task Time Time for vehicle and crew to return to maint. facility 0.5 hour Time to assemble crews 0.5 hour Time to load vehicles at facility 0.7 hOllr Travel time to Keys 1.0 hour Time to install delineators 4.7 hours Total TSM Set-Up Time 7.4 hours I, II 'I II I, I, ,I d 'i I, ,: II II " !I l! 11 II The above time period does not include additional resources to maintain the TSM temporary lane arrangements, The police agencies would be expected to provide support of the TSM traffic devices, to ensure effectiveness of the additional temporary capacity. It is assumed that following the evacuation period, approximately 5 hours would be required to collect the delineators and move them and the crew vehicles to the maintenance facilities of the FOOT. This removal operation would have to be accomplished in sufficient time to allow the crews performing the work to collect the devices and return to their homes safely. II " ii " 5.2.4 NEED FOR ADDITIONAL RESOURCE LEVELS TO IMPLEMENTTSM ALTERNATIVE The analysis performed in the prior section demonstrates that challenges would be faced in implementing a ISM strategy based on the existing resources of the various response agencies. Additional resource strategies should be developed to decrease the calculated timc of approximately 7 5/ \V \Word [Jt'ltt'Ll\P[lljecls\KI;YS-FV.\('lIATlON\2nd DRAFT REPORT wpd I II I I I II !! il I, il ii Ii 'I \1 I, il II I, II " 'I II II Ii II II I hours to establish the TSM alternative prior to a storm evacuation order and S hours f()llowing the evacuation. In order to make the ISM /\Iternative viahle Monroe ('ountv should dcvelop strategies to increase the resource levels availahle to implement the installation and removal of devices. Operating agreements should also he put in place to ensure that these strategies \vOldd he implemented prior to an CVaCll;\tlon. Thesc ')[rateglcs ')Iwuld aduress the types ofdcvices that ')hould he u')cd, the ')taglng requircments !()r equipment and materials, the operatlllg practices of various response agencies and the cost rcsponsibi I i ties, Orcri tical importance to ensurc the safe application of IS M strategies \vil I be the coordination of these traffic control set-ups with other intelligent transportation system (ITS) installations in the Keys. This would include higlnv;l' ldvisory radio. changeahle message sign installations and the installatJon of cameras for vicwing operating conditions along the roadways. During the conduct of this study, many of the police agencies exprcssed safety concerns related to the TSM alternative. Use of ITS could rcduce thesc concerns and enhance motorist safety during hurricane evacuation. 5.3 ONE- WAY OPERA nON OF CARD SOUND ROAD In order to provide a one-way operation along Card Sound Road (CSR), traffic control devices must be applied in 5 manners: o Temporary signs and channelization devices at the north end of CSR at US 1 in Florida City. o Temporary signs and channelization devices at the south end of CSR at the US 1 split in Key Largo. o Individual control packages at all public and private road intersections with CSR, including channelization devices, a temporary wrong way sign package and temporary one-way signs. o Wrong- Way temporary signs placed every mile on both sides of the roadway. o Advanced roadway signage (north and south end) notifying approaching motorists of one-way condition on CSR. W \WllJd !'t'fln.:[\I'I(llec!s\I-.:I~'y'S-I:.V ACU,.\Tl0N\Jlld DR.\1. T KFP(llU wpd 52 TABLE 12 FLOHIIlA KEYS HIIIHHC\NE EVACUATION ST(JI)" TRAFFIC CONTlWL Ih:vrn:s RE()IIIHED TO 11\1/'LE\1ENT ONE-WA' ()/,EHATlON ON CARD SOIlND ROAD Segment Existing Delineator Signs to Intersections Req'ts be Placed Intersection at CR ()O') ~ 50 27 1 LJ~ I to Card SOLlnd Road (N-S) ~~ 52X 261 _1_1 CR 905 to US I (E-W) 7 j 12 73 Intersection at US I I 80 6 Total 770 367 5.3. t ONE-WAY CARD SOUND ROAD IMPLEMENTATION TIME BASED ON AGENCY RESOURCE A V AILABILlTY I I I I I I I I I II 'I II As with the TSM alternative, the primary responsibility for traffic control of Card Sound Road and CR 905 in the Keys is that of the enforcement agencies, either Monroe County Sheriff Department. Tvliami-Dade County Public Safety, or the Florida Highway Patrol (FEP). These police personnel are equipped to deal with localized traffic control situations, not long duration circumstances. Based on discussions with the Florida Oepartment of Transportation Maintenance organization, it was assumed that the same FOOT staff resources would be available to respond to a storm event, which are: o 4 vehicles properly equipped o 12 Highway Maintenance Technicians The time to place these traffic control devices would be a combination of the time to place delineators, the time to setup temporary signage and the travel time between sites. For this effort it is assumed that the average travel time along the corridor would be approximately 10 miles per hour. This would be a composite of the time required to place the delineators, a wrong-way sign package every mile on both sides of the roadway (separate from the intersection signs) and travel time between the intersections. Added to this would be the time to place signage at the beginning and end of the roadway segment, as well as to setup signs at each intersection along Card Sound Road. Each intersection would receive 7 signs. which would include: II LJ I l.J I [.J I Ii f.J H 1 advanced intersection sign on the side street approach 2 one-way signs 2 Wrong Way-Do Not Enter sign combinations 2 three arrow signs showing the numher of lanes provided (on the back of the wrong way package) W,W()(d l'erfect\PIUjt'CI.s\KEYS.EVAClJATION\2nd DRAFT REPORT wpd 53 "The (otal ti/Ile to ,..,'elup this one-way operation on Card Sound Road would he /3.3 hours. " I I 'I II II I I ,I Ii Ii 'I II I, II il II " ii II I! l! Ii I I I Based on the ahove times, the placement 01 delineators would take approximately 2.l hours, hased on a total distance 0127 miles along ('anl Sound Road. The lllstallation 01 signs at the intersections would lake approximately IS minutes per intersection for the placement of all 7 signs Based on a total 01 40 intersections, the sign placement would take approximately 10 hOlliS, The combination of the delineators and signs would be 12.3 hours. It is assumed that setup at the ends of the road\vay w~uld take approximdtely ~O minutes each for a total of I hour. The total time to setup this one-way operation on Card Sound Road would be 13.3 hours. Assuming the availability of 4 crews, and that all crews produce and work simultaneously, this could be accomplished in 3.4 hours. This does not include the time required to recall the trucks from other maintenance activities, the time to load the delineators and signs on the trucks and the travel time to the sites for installation. The time line to accomplish implementation of the one-way operation of Card Sound Road would is presented in Table 13: II I' TABLE 13 FLORIDA KEYS HURRICANE EVACUAnON STUDY TSM IMPLEMENT A nON TIME: ONE-WAY CARD SOUND ROAD Task Time Time for vehicle and crew to return to maint. facility 0.5 hour Time to assemble crews 0.5 hour Time to load vehicles at facility 0.7 hour Travel time to Card Sound Road 0.5 hour Time to install delineators 3.4 hours Total One-Way Card Sound Road Set-Up Time 5.6 hours 5.3.2 ISSlJES ASSOCIATED WITH ONE- WAY OPERA nON ON CARD SOUND ROAD The one-way operation of Card Sound Road for purposes of Hurricane Evacuation must consider a number of other issues. These issues must be Ii resolved prior to accepting this as an option to evacuate the Florida Keys. II , , I I, II II II One of the most significant issues relates to the effective capacity of a 3- lane configuration along Card Sound Road. Assuming no incident conditions, Card Sound Road could provide additional exiting capacity for the Keys. In the event that any incident occurs, the maximum Ial1eage possible would be reduced to 2 exiting lanes. This, combined with the limited ability to access incident involved vehicles from the north due to one-way operations, could affect more than one lane for an extended period of time. Provisions for emergency vehicle access associated with incidents (e.g. tow trucks, EMS, and fire trucks) must be addressed prior 54 W \Wl.lId Perfcct\PlOjects\KEYS-EVACliAllOt\1\2nd [)RAFT REPORT wpd " At any (~l tll e intersection....' connect to private properties. " to implementation ora one-\vay operation on ('ard Sound Road. \vith OIlL' possihility heing the sti\ging or FMS along the evacuation route Ihe lcasihilitv orthis would have to he evaluall'd hased on the demand olTivlS ror the eV;\CUalIOII 01 any siCK or injlll'ed individuals. As with the incIdent related emergency Vl'hlcles. other emergency vehicles would be il1lp;lIred in their attempt [0 aCCl'SS the Keys. Provisions for other eml:TgenC) vehicle access must he addresseu prior to implementation or a one-way operation on Card Sound Road. II II ,. II II II II I 1 1 i I I II I i [\/1any orthe interscctions connect to private propel1ies. These properties utilize Key Largo as thcir primary rClail nceds area. Access to these properties, such as the Ocean Reef Club, would be severely impacted by a one-way operation on Card Sound Road. Access to Key Largo would require a northbound movement on Card Sound Road to US 1 and then a US 1 ll1<'cment to Key Largo. For a property such as Ocean Reef, this would mcan an increased travel distance or:n miles in extreme traffic conditions. For properties closer to the northern limits or Card Sound Road, the same condition would exist to access these properties from the nOlih. Many of these areas are directly adjacent to waterways that are accessed by boaters and other marine related activities. People making hurricane preparations would be subjected to an additional 25 to 35 mile trip increase to access these areas. Provisions for addressing these conditions should be addressed as part of the development of operating practices for a proposed one-way operation of Card Sound Road, 5.4 ONE- WAY OPERATION OF US 1 In order to provide a one-way operation along US 1 traffic control devices must be applied in 5 manners. I I I ,I II " 11 II II !I II " II II [I II ,I II o Temporary signs and channelization devices at the north end of US 1 at Card Sound Road in Florida City. o Temporary signs and channelization devices at the south end of US 1 at the CR 905 split in Key Largo. o Individual control packages at all public and private road intersections with US 1, including channelization devices, a temporary wrong way sign package and temporary one-way signs. o Wrong- Way temporary signs placed every mile on both sides of roadway. r.J Advanced roadway signage (north and south end) notifying approaching motorists of one-way condition on US 1, \\' \\\'l)rd pt:lr~ct\ProJe({s\KEYS-F\'ACll:\ll()t-..'\~l1d DRAFT REPORTwpt1 ss " :j " ii " ii :1 ii , :i :1 :j II II I, I I' I II TABLFI4 FLOH.IDA KEYS HURRICANE 1<~VA<:lJATlON STIIIH TIU FFI< ('ONTlWL DEVICES REQUIIU:D TO IMPLEMENT ONE-WA \ OPERATION ON US I Segment Existing Delineator' Signs to Intersections Req'ts he Placed 'f1tcrscctioll at Card Soulld Rd ., 50 ,"" - / Card Soulld RO;ld to CR 905 7 112 63 Illtcrsccl iOIl ill (' R lJ05 I 80 6 Total 242 96 5.4.1 ONE-WAY US 1 IMPLEMENTATION TIME BASED ON AGENCY RESOUHCE AVAILABILITY As with [he I'SM alternative, the primary responsibility for traffic control of US] in the Keys is that of the enforcement agencies, either the Florida Highway Patrol, Monroe County Sheriff Oepartment or Miami-Dade County Public Safety. These police personnel are equipped to deal with localized traffic control situations, and not long duration circumstances. Based on discussions with the Florida Department of Transportation Maintenance organization, it was assumed that the same FOOT staff resources would bc available to respond to a storm event, which are: o 4 vehicles properly equipped o 12 Highway Maintenance Technicians II ,I 'I !I Ii I, ,; I' II I The time to place these traffic control devices would be a combination of the time to place delineators, the time to setup temporary signage and the travel time between sites. For this effort it is assumed that the average travcl time along the corridor would be approximately 20 miles per hour. This would be a composite of the time required to place the delineators, a wrong-way sign package every mile on both sides of the roadway (separate from the intersection signs) and travel time between thc intersections. Added to this would be the time to place signage at the beginning and end of thc roadway segment, as well as to setup signs at cach intersection along US 1. I , !I :i 'I :1 il II [I Each intersection would receive 7 signs, which would include: o 1 advanccd intcrsection sign on the side street approach U 2 one-way signs o 2 Wrong Way-Do Not Entcr sign combinations o 2 three arrow signs showing the number of lanes provided (on the hack of the wrong way package) W \Wold Perfl'ct\Prn)l:C1'i\KI:YS-I::VAClI/\l\/IN\2nd DR-UT RFPORT wpd 56 "The total time to setup tit i...., one-way operation on US I would he 4.8 hours. " "The one-way operation of us 1 for purposes of Hurricane Evacuation nlust consider a number of other issues. " II II I I I i I I I I 13ased on the ahove times, the plaCl'l11Cllt of delineators would take appl<l\imdlclv I hour. hi\sed on a toLd distance 01'21) miles along ()S I, I he InsLdLltion or ')it'11S ~lllhe IntLT')ections would take appro\imalcly 1 '\ minulL's per intersection for thl' placement orall 7 signs. i'bsed on a total Ill' II intersections, the sign placement would take approximately 2.X hours. I he comhination Ilrthe delineators and signs would hel.X hours. It is assumed that setup at the ends or the roadway \vould take aplJroxil11;ttely jl) minutes each j(ll" a total or I hour. The total time to setup this one-way operation on US I would be 4.8 hours !\ssul11ing the availahdilv or 4 crews, and that all crews produce and worK simultaneously. this could be accomplished in 1.2 hours, This does not include the time rcquired to recall the trucks from other maintenance activities, the time to load the delineators and signs on the trucks and the travel time to the sites for installation. The time line to acconw',h implementation orthc one-way operation of U.S. 1 is presented in Table 15: II I TABLE 15 FLORIDA KEYS HURRICANE Ev ACUA nON STUDY TSM IMPLEMENTATION TIME: ONE-W A Y 18-MILE STRETCH Task Time Time for vehicle and crew to return to maint. facility 0.5 hour Time to assemble crews 0.5 hour Time to load vehicles at facility 0.7 hour Travel time to Card SOllnd Road 0.5 hour Time to install delineators 1.2 hours Total One-Way US 1 Set-Up Time 3.4 hours 5.4.2 ISSUES ASSOCIATED WITH ONE-WAY OPERATION OF US 1 The one-way operation of US 1 for purposes of Hurricane Evacuation must consider a number of other issues. These issues must be resolved prior to accepting this as an option to evacuate the Florida Keys. One of the most significant issues relates to the effective capacity of a 3- lane configuration along US 1. Assuming no incident conditions, US 1 could provide additional exiting capacity for the Keys. In the event that any incident occurs, the maximum laneage possible would be reduced to 2 exiting lanes. This, combined with the limited ability to access incident involvcd vehicles from the north due to one-way operations, could affect more than one lane for an extended period of time. Provisions for emcrgency vehicle access associated \vith incident must be addressed prior to implemcntation of a one-way operation on US 1. W \Wurd I'trfcd\PIl1J('(!s\KEYS-EVACUATlON\2nd DRAFT REPORT wpd S7 As with thc incident relatcd emergcncy vehicles. other emcrgency vehicles would he impaired in thcir atkmpt to acccss thl' Kl'\S Provisions ror ot hn emergency veh iclc access must Ill' ~Idd rcssl'd pr! t II' t I I I III P Iel11en tal ion III <l one-\V<lY opnatlon on l JS I. Ii :i :1 :i 'I II I' II I' ,I Ii I; II II I I I I I)uring the pre-storlll pCrlod, statrrrom the "vatcr 1ll<l11<lgl'ment district \vill need to access the many water control structures c\J')tlng in the area. The m0\Cment or these water managers is often both north and south during this period. Opnating agreements and strategies must be established to ensure that these critical runctions associated with !lclOd control are not di')rupted 5.5 PERMANENT IMPROVEMENT ALTERNATIVE The "Permanent Improvement Alternative" increases the level or aggrcssl \ '-'ness relative to the proposed improvements. Under these alternatives, some limited roadway widening \vouJd occur, but with the intention of providing additional outbound capacity only and no additional inbound lanes. A summary of individual improvements tested is presented below: o Construct one additional northbound lane on US 1 in Florida City. This concept is depicted in Figure 11. o Provide a three lane on-ramp from US 1 to northbound Florida's Turnpike. II ,I I, II 'I !I ii il " ii il II il II Ii il ,1 p~ ~ Five.Lime Unbalanced (Florida City) \\' \\Vnld l'l'lll'u\PI(I!l'('(s\KFYSI.,VACti:\ IION\2I1d DRAFT REPORT wpd 'i8 II 'I II II !I I I I II II I! 1] :1 II " I' " II I, II Ii " I, 'I I, II !I I, il H I, H ,/ i! " II I I I ,I II II il " I, II II II I II I' q I, II 'I !I II Ii u ('onstruct onc additional northbound lanc on thc I R-milc stretch of I JS I f'his can he donc in two manncrs: 1) two lancs northhollnu pillS onc sOllthhollnd lanc as shown in Figurc 12. or 2) two L\nL'S northhollnu pill:-; onc southbound lanc \\lith a moveahk harrlcr as dcpictcd in Figllrc /1, The moveable barrier concept ",mulu opcrate as a two-lane roadway section during normal conditions. u ,~'. ('onstrllct onc additional northbound lanc between Milemarkers 90 and lOhJ. Thc inside lanc would be striped out on sections with no mccl!;lll opcn ings and would be operatcd as a left-turn at median @ Figure 12 @ openings. Ouring hurricane evacuation conditions, the inside lane would be operated as a third northbound evacuating lane. Figure 14 presents this improvement concept. o Provide a continuous three-lane section between Milemarker 54,5 and Milemarker 90, o Construct two northbound through lanes through the signalized intersection of US 1 and State Road S940/ Wilder Road near Milemarker 3 1 in Big Pine Key. o Redesign the intersection of Card Sound Road (CR 905A) and County Road 905 to provide a "gentle" northbound to westbound curve as opposed to the current 90 degree turn. Thc before and after conditions of this improvemcnt is depicted in Figure 15. [.J Construct one additional n011hboLlnd lane from Milemarker 47 to Milemarker 4X. W \Word Pcrfecl\JIwjt'(IS\J<FV\-I:\':\C\ ':\1"l()l"\~!ld DR,\FT REPURT wpd S9 , 'Keys ~Hurticane Evacuation Study '~f: : ~~"\ir;~f"'1I'~~!~m~~~~,~~~~",,~~-""''' Moveable Barrier " " !I ii Ii d I' ii i: " Ii I' II I 1 1 II 'I II I I ! Ii II I !I ii iJ il i I I i Ii " :1 !I " jJ " II II II I, !I II II II II ,..~'S"i'l,' :J Lane Unbalanced ~ with Moveable Barrier ~""",/ ( I 8 Mile Stretch) -:'~-"~""....~,....~........,.. 'r ,~...,~~~..~-.,...... ~ ...t, _.~t...,...,.~~. ~ .,.....~ .--"~~, ....._ '_~'~_'''-.Jl"7:,_ ~-:UA'= FUl"''''''@ Before Aller ;'i()t',bl'r~y flieu; of Jbe if/tersec/tOtI o/e",.., S(Jfwd Road & County Road 905. rbiJ 15 a paler/liaJ bo/lleneck /OCflliol1. JII order 10 ifJL'rellSe tbe lIo,-,bbufUld (rJflI/:JoTUld) /bnJugbfJIII e'f/urd'J' a/Card SoruJd Road, filii iulenectioTl could he ndesigued, tlS sbown i" /be "after" UJ1Jditio1l, 10 prof'ide II genlle cun'e (lJ opposed /0 a 90 degree turn. itlJ) ~~. C<lrcl SOl!nd H.oad Intersectioll ngure 15 @ \l.,,' \ \\'111 (~ P,.r!ell\PruJecls\K EYS-EV .,\CtJATIOl\!\2IHl l1RAr:T REPOR T wpd 60 "A ,'pedal advisOl)' team was assemhled for this stll{~l''' "Several workshops were conducted and agree/nellt was reached on all input variables required to run the model" II CHAPTER SIX II FLORIDA KEYS III IRRWANE EVACUATION MODEL !\ 6.1 MODEL INPUT VARIABLES NumnOlJ.,) reasonahle assumptions wcrc maul' berorc the modeling \vork hegal1 Whnc an input variable lid!s within a rangc or values. and thcrc is gencr~li agreement on a single value among the study team, that single \~Ii uc can he. anu \vas uscd. " " Ii ,I II II II [i il Ii II II I I I I I II II ii :! il " II Ii I' I ;i Ii II I I II Ii Ii Ii ii ,\ special ;llhlsory team was asscmbled for this study. The main objective or the team was to discuss and agree on all input variables required to run the Florida Keys Hurricane Evacuation Model. The team consisted of: .J Florida Department of Transportation Department of Community Affairs United States Army Corps of Engineers Monroe County Emergency Management Staff Monroe County Commission Representative Florida International University Miller Consulting, Inc. V anasse-Ha:1gen- Brustlin, Inc, :..J o [.J LJ o o Several workshops were conducted and agreement was reached on all input variables required to run the model. These agreed-upon variables are contained in Table 6. 6.2 MODEL RUNS Twenty (20) different model runs were performed. The runs encompass two horizon years (2000 and 2005), three response curves (early, normal, and late), two types of storms (Category 1-2 hurricane and Category 3 - 5 hurricane), using the existing transportation system, implementation of TSM alternatives, permanent roadway improvements, and permanent roadway improvements with incidents. These runs are summarized in Table 16 on the following page. Appendix C contains all individual model runs including summary tables. The summary tables present a list of critical links. \\'WI'I d Pt'1 fl" 1,1'1< llu't~".K I:: Y S-F V i\( '\ :.\I!( )"~\:rld DRAFT RXI'ORT wpd 6f "Five d~[rerent scenano,\' ("packages '') were tested. " TABLE 16 FLORIDA KEYS HURRICANE I~v ACliATlON STIlrl\ MODEL RUNS Yr Rl'SI1 ( ';ilegorv [~~\ ,sling Roadway TSM Rdwy Rdwy ( 'lIrve Improv [mprov w/o Card wi Card w' SOllnd Rd SOllnd Rd Incidents " " ":;lI-lv I , No Yes No No No - ., ~ No Yes No No No , \!onn;iI I -, '00 Yes No No No 200iJ 3 - 5 No Yes No No No loatc ] - 2 No Yes No No No 3 - 5 No Yes No No No ; Early I - 2 No Yes No No No 3 - 5 No Yes No No No Normal I - 2 Yes Yes Yes Yes Yes 2005 3 - 5 Yes Yes Yes Yes Yes Late ] - 2 No Yes No No No 3 - 5 No Yes No No No RlIns - 2 12 2 2 2 , Source: Miller Consulting, Inc. TOTAL! 20 6.3 MODELING RESULTS/CLEARANCE TIMES With the agreed upon input variables set forth in the previous section, the Keys Hurricane Evacuation Model (KHEM) was run using combinations of alternatives~ Five different scenarios ("packages") were tested~ These included: 1. No Build Alternative without the use of Card Sound Road (two runs for the year 2005 using the normal response curve). 2. No Build Alternative with the use of Card Sound Road (12 runs, as listed in Table 9). I I !I 'I I, II " II " !! ii -, .) . TSM Alternative (two runs for the year 2005 using the normal response curve). 4. Permanent Improvement Alternative (t\VO runs using year 2005 population and using the norma] response curve). W \Word P~lfect\PIUJects\KLYS-EV ,\( 'I iA IION\2nd DRAFT REPORT wpd 62 "No dinlinution (~l capaci(v should occur due to drawhridKe operations, (~/ter an evacuation I .. d " or{. er IS Issue . "There are no sections of us 1 or Card Sound Road that are more prone to flooding than allY other section. " S Permanent Improvement /\ltcrnative with Incidents (two runs for the year 200S lIsing thc normal response curve). I I 11 il 'i " " I !! il II I I I ,/ II il II I' Incidcnts could include a drawbridge lockeu in the "open" (up) position, flooding or roads, stalled vehicles and/or crashes. These are descrihcd below: Drawbridge Operatio/ls hll purposes or the analy'sis the drawbridges were assumed to be closed to boat traffic, once an evacuation order is given. No diminution of capacity should oecur due to drawbridge operations, after an evacuation order is issued. Flooding There are no sections of US I or Card Sound Road that are more prone to flooding than any other section. (Previously, Card Sound Road was more prone to flooding. However, the elevation of this facility now matches US 1.) Once flooding begins to occur, a flooding event can produce one of two outcomes: I) slowed speed of operation, or 2) road closure. Even scenario 1, slowed speeds, can produce stalled vehicles, which, in turn, can effectively stop traffic flow, Therefore, a flood event should be viewed as a catastrohpic event for evacuation, equivalent, for evacuation planning purposes, to the arrival ofhurricane force winds. The evacuation should be completed prior to the arrival of flood waters. To the extent that flood waters precede the arrival of the hurricane itself, the clearance time should take this factor into account. I! II II Stalled Vehicles and/or Crashes Since the potential for having a stalled vehicles or an accident exists during a hurricane evacuation, this scenario was tested as follows: ,I II I I j i I I, o A two-hour shutdown of the 18-mile stretch during evacuation hours 10 and 11. Table 17 on the following page summarizes the resulting clearance times associated with the five "packages" identified previously (a total of 20 runs). The clearance times include the additional travel time between Florida City and FlU (30 minutes for hurricane category 1 - 2 and 52 minutes for a category 3 - 5 storm). \V \Word Pelfect\PlOjrcls\KEYS-EVACUATION\1nd DRAFT REPORT wpd 63 , 'I " I !I I I I I , I I II II I I I II 'I i I I I , TABLE 17 FLORJI)A KEYS HURRICANE Ev AClJATION STUDY RESULTS OF MODEL RUNS (CLEARANCE TIMES) Vr Resp. Category I:xisting Roadway rSM Rdwy Rdwy Curve Improv Improv wi wlo ('ard wi Card Incidents " Sound Rd Sound Rd I:arl\' I - 2 _n 20h 16m _n _n --- ., - S _n 2511 30m u_ n_ ___ Normal I - :2 --- 20h 36m _n _n --- :2000 3 - S n_ 2511 42m _h n_ --- Late I - 2 _n 21 h OOm n_ --- --- 3 - 5 --- 2Gh 20m n_ n_ ___ Early I - 2 n_ 20h 32m _n _n h_ 3 - 5 --- 25h 54m _h n_ n_ Normal I - 2 26h 16m 20h 50m 18h 44m lGh38m 16h 58m 2005 3 - 5 29h 34m 26h 06m 22h 58m 1 8h 58m 20h 22m Late I - 2 --- 21h 18m n_ n_ --- 3 - 5 n_ 2Gh 46m _n _n --- Source: MilicI' Consulting, Inc. The results presented in Table 17 assume that 70,750 people, or 29,742 vehicles would leave Monroe County and enter Miami-Oade County in the year 2000 for a category 1 - 2 storm. If a hurricane category 3 - 5 is assumed, these figures increase to 94,135 people, or 40,408 vehicles. Similarly, 71,879 people, or 30,273 vehicles are projected to enter Miami- Oade County in the year 2005 for a category 1 - 2 storm, If a hurricane category 3 - 5 is assumed, these figures increase to 95,931 people, or 41,208 vehicles, It is important to mention that the clearance times documented in Table l7, associated with the TSM option, do not include the set-up time required to implement the temporary delineators and signs in order to operate the TSM alternative. As mentioned in the previous section of this report, 3 to 7 hours are required to set-up the TSM alternative prior to a storm evacuation order and 3 to 5 hours following the evacuation, for a total of 6 to 12 additional hours. The range in hours required depend on the type or TSM option ror the IS-mile stretch and Card Sound Road (3- laninQ the] 8-mile stretch. one-waving the IS-mile stretch, or one-waying ~ - ~ Card Sound Road). W \\VlHd Po.:ffl'vt\I'~U)l"'h\KE\'S-FVACliATltl~\2nd DRAFT RL[lORT wpd 64 Additionally, the model run for the "Roadway Improvement'" option I'or a hurricane category 1 - '), which yieldeu a clearance time of I X hours alll! .'\X minutcs, was run ror evcry indiviuual roadway improvement The order of selection or the individual improvements \vas determined by thc link with the largest numher orhours with a hackup prohlem Thc results or this erfort is presented in Table IX. Thc table also documents the number or vehicles that would still be stranuecl on the roadway system if on~y 24 hours were availahle prior to the arrival or a storm. ,: :i II Ii II I, II il II 11 II Ii !I II I I I I ,I II II 'I II II I TABLEtS FLORIDA KEYS HI l{l{[C\NE EVAU)/\TION STl D\ INDIVIDIAL );\IPROVEMENTS SCENARIO Roadway Improvement Cleal'ance VehicJes Time Stl"anded Existing Roadway Network 26h 06m 2,975 Il.dd Olle lanc MM 856 to 900 2511 46111 2,975 Add one lanc throllgh Florida City, Add one lane 18-m i Ic stretch. 24h 40m 928 Add onc lanc MM 105.0 to 106.3 Add one lane MM 80.0 to 85.6 24h 06m 217 Add one lanc MM 100.0 to 105.0 23h 50m 0 Add one lane MM 74.0 to 80.0 22h 58m 0 Add onc throllgh lane at signal at Big Pine Key 22h 58m 0 Add one lane MM 47.0 to 48.0 22h 58m 0 Add one lane MM 54.5 to 74.0 21 h 52m 0 Improve the intersection of CR 905 / CR 905A 21 h 52m 0 Add one lane MM 90.0 to 100.0 18h 58m 0 Assuming all permanent roadway improvements are in place, l7,344 vehicles would still be stranded on the roadway system if only 12 hours were available prior to the arrival of a starn1. The number of vehicles stranded on the highway would decrease to 1,321 if 18 hours were available. I I 'I II II \V '\\'IHd Jlcd"cct\PrOleCls\KEYS.EV,\('{lA!HiNUlld !)\{..\n RFPtlRl wpd 65 CHAPTER SEVEN SUMMARY AND RECOMMENDATIONS In order to significantly rcduce the clearancc time associateu with the hurricanc evacuation of the Florida Keys, it is recommended that thc Permanent Improvement Option be implemented. This alternativc, which produces a clearance time of less than 20 hours, consists of the following " components: Ii i! 'I II II 'I II I, ,I I , 1 I, I u Construct one additional northbound lane on US Florida City. This concept is depicted in Figure II. 111 !..J Provide a three lane on-ramp from US 1 to northbound Florida's Turnpike. .J Construct one additional northbound lane with a moveable barrier in the mcdian on the 1 8-mile stretch of US l, as shown in Figure 13. The moveable barrier concept would operate as a two-lane roadway section during normal conditions, as depicted Figure 16. @ ..=, 3 Lane Unbalanced with Moveable Barrier ( 18 Mile StreIch) Plgure 16 @ I I II II W\Word Perfect\Projecls\KEYS-EV ACLJA lIOl\'\::'n,i DRAFT REPORT wpd r.J Construct one additional nOlihbound lane between Milemarkers 90 and 106.3. The inside lane would be striped out on sections with no median openings and would be operated as a left-turn at median openings. During hurricane evacuation conditions, the inside lane would be operated as a third northbound evacuating lane. Figure 14 presents this improvement concept. 66 U Providc a continuous thrce-Iane section between Milemarker 54.5 and Milemarker 90 i.J Construct two northhound through lancs through the signalized interscction of US 1 and State Road S940/ Wilder Road near Milemarker 31 in Big Pine Key. ~, " I I 11 jj " Ii i I' 'I II :I " 'I II 'I ! [J Rcdesign the intersection orCard Sound Road (CR 905A) and County Road 905 to provide a "gentle" northbound to wcsthound curve as opposed to the current 90 degree turn. The hcf'ore and aftcr conditions of this improvement is depicted in Figurc l5. U Construct one additional n011hbound lane from Milemarkcr 47 to Milemarker 48. It is recognized that all of these components cannot be implemented immediately. Initial PLEMO and PO&E studies should be staJ1ed immediately for all permanent improvements. W \Word ['crfecIWlojt'ClS\KEYS- FVAC\ JA llON\1nd DRAFT IU::PORT wpd 67 "The background trt~tfic was assumed to decline evelT II hour until it il reac/red zero. " :: i !! Ii II Ii I, i, I' II II I I , II II I "The South norMa I I Evacuation Model I I provides different travel ~]Jeeds during, hurricane II evacuation I conditions for the i I/omestead II Extension of I Florida's Turnpike. ' I Traffic counts were recorded throughout the Florida Keys. Thcse counts wcre adjustcu to reflect traffic Ievcls during hurricane season using the adjustment (ilctorS published by "DOT The adjustmcnt factors for Monroe ('ounty were developcd llsing the FDOT's Continuous Count Stations located in Key Largo, Hig Pine Key, and Stock Island. Each roadway link was assigned a background traffic level for the first hour of evacuation as rollows: " .,. " o Thc closest count station was used I(Jr each link. The 6:00 AM to 700 /\M traffic volume was selectcd. Ihe background tranic \\as ,lssumed L(l decline every hour until it reached zcro. It was assumed that zero would be reached at the end of the selected response curve. For exam pIc, if the early response curve (an 8-hour response curve) was selected for modeling purposes, the background traffic \\:IS lOO% of the actual recorded count at hour one of the evacuallon and zero at hour eight. ^ uni form distribution was assumed for the rate of decline of the background traffic. 3.9 ESTlMA TE OF CLEARANCE TIME As stated earlier, clearance time begins when the first evacuating vehicle in Monroe County enters the roadway network and ends when the last evacuating vehicle exits, or passes by the entrance to the Florida's Turnpike on US 1 in Florida City. The Florida Keys Hurricane Evacuation Model, developed as part of this study, calculates the clearance time for vehicles evacuating from Monroe County (from Key West to US 1 in Florida City), The results of this study will be entered into a larger South Florida Evacuation Model conducted by others. For purposes of this study, the estimate of time it might take for Monroe County people to get to a safe shelter (FlU), additional travel time is required between Florida City and FlU. The additional time, as provided by others, is documented below: The South Florida Evacuation Model provides different travel speeds during hurricane evacuation conditions for the Homestead Extension of Florida's Turnpike (HEFT). The travel speeds depend on the rate at which evacuating vehicles load the transportation network and the number of evacuating vehicles. Since the number of evacuating vehicles depend on the hurricane category (1,2,3,4 or 5) the South Florida Evacuation Model provides the following evacuating speeds for the HEFT: Category l: Category 2 - 3: Category 4 - 5: 50 mph 40 - 50 mph (average 45 mph) o - 45 mph ( average 30 mph) For purposes of this study, 50 mph was assumed for a hurricane category 1 - 2. Since therc are 26 miles between Florida City and FlU, the \V \Wullll'lorfeclWllljCUs\K \-'YS.LV At "LlA TION\2nd DRAFT REPORT wpd 15 "For a CateJ;ory 3-5 hurricane. the additional travel time between Florida Ci!.F and FlU would be approxitllate~v 52 min ute,s'. " additional travel time for a category 1 - 2 hurricane would be approximately 30 minutes. Similarly, using an average travel spced 01'30 mph ror a category 3 - .5 hurricane, the additional travel time hetwecn I.'!orida ('ity and Fit J would he approximately 52 minutes II !I I' il II 1\ li [I Ii d I II I, II 11 I, ii " ,- !! I I II il " II I i I II tl " II i' II II ,! i! :; :1 ~ I ii :1 II \, Ii W\\Vord Pel lerl',PI\lit""I~\1( I, Y;-; j- \ .\( 'I J,\I H It-...!\_~l1d DR:\!'" KFPOK"I wpd /6 "One unique characteristic abollt the Florida Keys is tltat there i....' onl.,)! on I il f!l'(/cuatio!l route !i through most of Ii the Keys. ., "The hurricane evacuation model developed as part of this study has a total of 31 links. " II CHAPTER FOUR EXISTING CONDITIONS One uniquc characteristic ahout the Florida Keys is that there is only one cvacuation route through most or the Kcys. Only in the northernmost Florida Keys does Card Sound Road (CR 90S/905A) present itsel f as the alternative route to US I. " " This chapter documcnts. on ;\ section-by-section basis, existing road\vay "assets" or thc Florida Key') transportation evacuation system, beginning elt the northcrn boundary oj the ('ity or Key West, and terminating at tlw IUIKtion or US ] and l'lorida '"I LlInpike in Florida City. For purposes of this rcport, US I is assumed to be a north-south arterial. Vehicles traveling northbound are heading toward Miami and those traveling southbound are heading tmvard Key West. The cross sections of the lower. "liddle, and upper keys are presented in Figures 4 and 5. 4.1 ROADWAY CAP AClTY II I The previous hunicane evacuation model prepared by Post, Buckley, Shuh and Jernigan (PBS&J) assumed 21 outbound evacuating links (identified as links A through U). The hurricane evacuation model developed as part of this study has ten (10) additional links for a total of 31 links. The additional links reflect changes in cross section, For example, link A from the previous model extended from milemarker 2.0 to milemarker 9.0. This link was broken down into two links (A I and A2) because the roadway provides different typical sections. The facility provides two lanes in each direction plus a double yellow centerline (four-lanes undivided) between milemarker 2.0 and milemarker 4.0 and two lanes in each direction plus a raised landscape median (four lane divided) from milemarker 4.0 to milemarker 9.0. Moreover the I8-mile stretch and Card Sound Road were extended to Florida City (previous model ended at the Monroe / Miami- Dade County line). Also, a new link (R2) was added. The R2 link represents US 1 between the intersection of US 1 / Card Sound Road and the northbound on-ramp onto Florida's Turnpike. The 31 links contained in the updated hurricane evacuation model are presented in Figures 2 and 3, located in the preceding section of this report. The existing roadway characteristics of each outbound evacuation link is presented in Table 9. The table is self explanatory with several exceptions, as noted below: o Evacuation Outbound Lanes - the number of existing delineated lanes in the outbound (leaving the Keys) direction. o Outbound Flow Rotc / Lane - this is an "agreed by the advisory team" hourly capacity, on a link-by-link basis, of 17 W \Word PClfect\Projecls\KEYS-EVACUATIOt-J\2nd DRAFT REPl)RT wpd " " - ~ ~ - ~J,",-J~ ~ ~ ~ ~.... ~ ~fTT _ _d T:L' .. m I JJ ~ ~I S - - ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . - 't ~~ ~ ~ ~ ~ d a - u mm ~~ ~~ ~ =~ II I II I 111::.3 lj ~.. ZE ~i < o~ if c ~ ~ ,"c ~~ ~. ~~ g~ ~!:J <- ~~ ~ ~oI I ~ .. ~ ~ - ~ ,. . . . . ~ ~ I ~ iI\ ~ ~ - Ci~ . . - ~ ~ - Ea ;;: ~ ~ ~~ ~ 1.:. ~ ~ ~ o ~~ ~~ cO j!l~ ~~ ~~ -- ..; - -. 8 <> '" ., ., ., '" '" '" " " 8 g 8 ,. '. ~~ ..; ;.; ci 8 ~ <> " '" '" 8 '" 8 '" 8 8 '" g - - - - - ,'. -, ~ \'3 0, - ~ . ~ . '0 ~ ~ ~ m ., ~ - Zit - g, '" . 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Eo mm t~~i fj " " ll!1!: 1:1 ai/ill!:! i'i 6 .:i)~ ~ file I.' bile <:1 ~ "Oil /J() ?()OO 66 i'!(i),lfTT flUf{Rll~^NE EVACUATION '~';'T,j\)Y 'I i:r;"{ r10NHOC ~'--(!5-ll_~~~~VD _ ~":::..:~__'i t t,'eel MM50 QlldJ t_eJ !1()\J: Hour- ~___L~~__ ,:J;(i .,Jl-.:.!...~__ 4 t:!1 Total ).j " I ,I 74 )/, ,1 c) 91 " ')r) : d I' ~) ;", ) I)) I '. 1 J 7 ,. ,. )f;f -':: '--~ ':, ., " ' p 1 0 ~ .; -}"':1 ); j \LO.j ~ 1 " \'1 1 3") 4 ;-.'-, 13 ; " ~H 1 ) -: 8 )t':-:' ; ~ /. ) )"i~ :~ b '! 1 1 ,; 2 1) c; fi'. I' ; 2 (;~) 117"7 :?S:' ,'-: q '. , 24" 1032 2 h 3 '1 " ::1 ! 18 : 853 0[j 114 146 14 ~~ 1'18 587 :; i~ ()O 160 133 lOG 1 34 533 ,'.; '0 1.::;.:. 1 Or: : 06 87 422 ,)(.i 84 1 :c.. 254 ')0 40 36 LV 37 133 T01:JJ 16077 ;\j<1 Peak The 1'\.'1 peak hour began 11 , 15 The peak volume was 1389 The largest interval began 12 , 00, and contained 374 vehicles_ The peak hour factor was .93 ~)~ ?eak The PM peak hour began 01:30 The pea~ volume was 1320 The largest Interval began 02,00, and contained 362 vehicles. The peak hour facLor was ,91 t~l~l.j~J.JI""" ("iUi::-~RING DATA, [NC 1321il) S\--" 117TH AVE. SUITE 207 M J ^M, FLOP J "^ ) 11 Be, 11)', .J '( I 3 '} 1)) ;/,' -~-~~~- ........."............ .... ............ ............. ............... .... ......... ................... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... .. .. .. .. .. .. .. .. .. .. .. .... .. .. ..... .. .. .. .. .... ............. ..... .............................................. ........ ..... -0. ................................................ ........ ...... ................................."...................... .. .. .. .. .. .. .. .. ,. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..... .... .. .. .. "" .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ........................ ........ ......"'........"............... . -.............. ....... ........................"''''........... .. .. .. .. .. .. .. .. .. .. '" .. .. .. .. .. .. .. .. .. .. . .. .. '" '" .. '" ,. .. .. '" .. -II' '" .. '" '" '" .. ......."'...... .......... .... 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SIte Cr)(1fo (; t ,) ,- !~ !),} r _ (' F11 P D o '-JOG 11 0') 11 I) 04/G'J/~IJ()I' '100; 1 n~-;;' -------1. l~Jli~N'l MiLIJi~R CONSULTING JCB NO 2000-66 ,'IWJECT, HURRICANE EVACUATION STUDY COUNTY MONROE Street name AVIATION BLVD Cross street ,MM50 8egltl - -Quarter Hour Hour :i:,lt" lst 2nd 3rd 41:11 Tote') ,2 00 04/0G 32 25 18 11 86 00 13 18 10 S 3 - 7 ~) U 10 3 :2 , i)l) 10 1 : 42 , ; ~I () 13 :"! ~ 2l ')j ')0 32 29 4/ 1 :~ 1 J 38 Jl 76 100 2<;S )0 ~28 133 190 22l 672 00 l82 217 ] 95 275 8,d J " 2S2 244 255 ~ ',17 l028 ;(J GO 277 260 269 292 1098 :J 0 296 289 284 305 117 't -, CO 338 318 314 304 12)4 ()1 00 310 295 297 264 1166 02 00 283 275 303 261 1122 03 00 239 272 291 298 1100 04 JO 295 286 305 313 1199 'J5 00 344 333 243 264 1184 'J 6 00 233 221 246 210 910 07 00 190 197 174 173 734 ()8 00 169 148 146 123 586 J? o ~) 158 140 109 79 486 l J 00 83 86 62 58 289 -- 00 59 44 31 26 160 Total 15707 AM Peak The AM peak hour began 11:45. The peak volume was 1275. The largest interval began 12:00, and contained 338 vehicles, The peak hour factor was .94 ,):--1 Peak The PM peak hour began 04:30. The peak volume was 1295. The largest interval began 05:00, and contained 344 vehicles, The peak hour factor was .94 CROSSROADS ENGINEERING DATA, INC 13255 SW 137TH AVE. SUITE 207 MIAMI, FLORIDA 33186 j05233.3997 NORTH Each '" ~:qua; s 2S '\!f't;}.c~es "'~ "'.... ..*~ ....... "'.. .."'..~..~ ...... ....,... ...'" "'.......... "'''''' '" *"'*............ ............... ..."'............ ...'" ~...... e... ."'.. ........."'.."'.""*...** .*.......... '" "'........ ....... ..... ....**..*******""*** ..**..... ...... ....'" "'. "'........ ....", ..........******......*....* ... ....*...... ..",...... *..... ....*. ."'...*.*******..**.*.***. ... .*...*......."'.. -...."'. "'''' - ....... '" "'.........*...*...*.....*..*. ....***......*.*."'..............****.*****.**** ...*.*..**...",.*.................***..*.******** ...*.***.....~.**....................******..**..****.* ......*.**......*......*..........*****.*****.."'..*. .*.*****.***..._.**.....*.*.....*.** *. ****..** .... .*. ....... ...*.... *******.. ........... ........ .*...*..*****....... ..**...**... Site Code 00900110:: >l Start Date 04/05/2000 File I 0 900110Nl Paoe ':~l ENT MILLER CONSULTI~G ,jOU NO 2000-66 i,"'RO~J ECT HURRICANE: EVACUATION STUDY ,~OlJNTY MONROE -;l :-eet r.ame ,AVIATION BLVD Cross street ,MM50 de'.1' :l - -Quarter Hour Hour me 1st 2nd 3rd 4th Total 'J (', 1';/ (,r_i 22 :~ 1 1 7 14 74 HI ,n 12 25 9 ] ~ f1 )(... 1.t 55 ()ll ~6 21 1 a (j~ 1)0 25 J7 24 21 107 1)1,) 15 ~ G ] 4 52 137 ',':, ':iCi :)0 71 91 1 } -; 32 Cj ". ., 'JI1 : ~: '.i ~94 176 2 ~ 7 712 )<J '~I 0 205 2JS 238 .2 "/6 954 'I;J ()l) 249 2J8 247 2g0 1014 10 ')0 271 31] 302 318 1204 ";} 9 3J) J 4 0 3j8 1334 ., 00 ~74 297 326 ]19 1216 0: '-,Il J2B J16 JJ2 302 1278 ou 362 324 257 332 1275 ,,'j 00 'J 08 262 285 287 1142 04 00 J 2 9 285 303 260 1177 '-i''; 00 292 279 214 247 1032 06 00 263 218 191 181 853 07 00 144 146 149 148 587 08 00 160 133 106 134 533 'J ') 00 1-; 1 108 106 87 422 : 0 00 84 61 57 52 254 , , 00 40 36 20 37 133 Tocal 16077 CROSSROADS ENGINEERING DATA, INC 13255 SW IJ7TH AVE. SUITE 207 MIAMI, FLORIDA )3186 30'i 211.399" SOUTH AM Peak The AM peak hour began 11015. The peak volume was 1389. The largest interval began 12000, and contained 374 vehicles. The peak hour factor was .93 ~M Peak The PM peak hour began 01,30. The peaK volume was 1320 The largest :nterval began 02,00, and contained 362 vehicles. The peak hour factor was .91 Each ~ Equals :!5 ~{~tllc!es . . - . .... '" . . . .. " . ..".*"'" *."'.......... ~... ......"'..."'.. ... *"'...*."'........ "''' *.. ."'."'... "'.. ......... * *..............-..... ....**.-.............**..........**.... ..... .....*"'. *........"'".. ... *... .**.** ..******...* ....... * ........... ."'*........ * -.-.... l>..-.--.-...... ..*** .... .*.*................. ... .*..."'......... - ..*......* .**...** **...***...**.... .*..... .*.. l>.. .. ..**.** l>...... ........ *. .*.****"'....*******.*...... ..... .. '" *** l>*...... l>.... ...... "'....***.****.*****..... ......"'*. **..*....*....*."'....*.*.......*****..**.**....*..*** ~....**..*.......*...*..*.**..*..*.********.***.....** ~****.*.******...*.**..***.**************** *********.**.***************.***** *******.*****.********* ***************.***..* *****.**...**..*.* ******.*..'** Site Code 0900110~11' Start Ddte 04/05/200\1 File I D ')OOllOSF paqe :'..~ , MILL<:H CONSUL i' i Nl.~ TOU NO 2000-66 l!{OJECT HURRICANE EVACUATION STUDY ,'(\UNTY MONROE I eeL name AVIATION BLVD CrosH street MM50 ~ (> ': j 1 ~-\ Quar'ter Hour" Hour :' l;lle 1st: 2nd 31d 4th Total ('0 04/06 19 16 12 Ie 64 ',1 \11) 17 .~ 1 I' 14 6~ 12 10 1 ~ 38 1 '7 10 13 1,\ I); 27 14 3 J 1 ~} 89 J1 J7 J2 46 148 ;~... "1 JI} ':)1 72 1 ~) j) 12 'j 352 II) 149 16"' : ~J() .2. 2~) 73-,' 198 214 ::: J:-1 2";' 1 9.t 7 '-1 no 2'1 , 20] 21 G 2 -19 897 0 Ul) 278 269 253 31 <i 1114 : , (',0 30:.; 271 292 357 122 5 : ) 00 304 275 J 1. 5 J ;. 3 1213 '1 00 305 281 305 277 1168 >2 ')0 29J 269 2':<1 264 1117 OJ 00 287 278 2G6 278 1109 ''--'4 ')1) Jl2 275 294 241 1122 'S H) 322 276 2.;6 272 1116 00 219 200 -. Q ~ 2,0 820 0, 00 152 156 170 152 6JO 08 00 154 128 114 11J 509 ,9, 00 126 101 86 78 J91 0 00 79 70 59 J2 240 11 00 41 JJ 31 17 122 Total 15285 A!'I Peak The A!'I peak hour began 11: 45 The peak volume was 1251. The largest '.nterval began 11 : 45, and contained 357 vehicles. The peak hour factor was ,88 !>1 Peak The PM peak hour began 12 : J 0, The peak volume was 1220. The largest inter'Jal began 12 : 45, and contained 319 vehicles. The peak hour factor was ,96 CROSSRO^ll'; E:Nl.:rNEERING DATA, INC. lJ255 SW 137TH ^VE, SUITE 207 M J ^M I, FLOR I DA )J 1 86 305 2J3-3997 SOUTH 51te Code 090011051110 Start Date 04/05/2000 Flle I D 900110S? PaGe EaC!1. Equa19 2S Vehicles . " .. . . .. <II .. . . .. . . . .. .. .. . ... <II II>" * .. .. ... .. .. ................. '"".... ........ ....."'.. ........... '" .. . . '" .. . . . ... ,.. . '" ... ,. '" .. ... .. .. '" . .. '" . . . .. .. . .. .. " .. . " . ..."'............. ........................ ......."'...... .. "'.. ."''''. "'....... .....* "'''''''.. .."'*"'. ..."'.... .....*.... "'... ........ ..... .... *............. "'."'*'" "'***..... ..... ......... ..... .......... ** '" "'.. ........ *... ..* *...... ....** .... ...... ..... ...."" "'....." -*.... **-. '" "'***...."'. .......... .... *..*...*.*................"'**."''''*....*.*..**... ... ".*._.... ....*.....*.*...*.*........*.***........... . ...*****.....................*.*.....*..*...*........."'* .......*...<11 ** "'..... .**........*.**..*.*.* ..*....*.....**.**.....****** .....*****......*....*... .*.*....**.....*** **.******* ..;l~Nl MlLLEK ~UN~IJ!J'rlNG .JOB NO 2000 66 :'!W,JECT HURRICANE EVACUATION STUDY ,:OIJNTY MONROE :; t rr:>e t name LAYTON Cras s s t r-ee t Mr-168 q(~,] 1 tl :'1 me hl (14 1)1 lil ::'1 :~II) ,11 .1'1 00 j') r):.. J 0 02 .. S ')' 00 )"1 l~) 'j 3 30 :):) 4. S f)<j 00 ).l 15 '4 10 .)4 45 '1L: 00 15 ; 5 30 05,15 ')6,00 )6 1 S )6 30 06 45 ')-:' 00 )7 : 15 J7,30 07,45 18,00 i8 , 15 08,30 08,45 '9' 00 : ~ 15 J9 30 J9 q5 <) 00 oJ 15 "- u .3 0 45 ):) 15 3 C 4S yca::'s d/ '?otals S::~:: \ 1\ M 140 2805 48,7% 16 10 13 2] 21 32 13 25 15 30 51 ]7 50 6] ]6 59 55 64 92 96 84 106 128 1:0 105 138 :28 125 146 101 142 127 116 1-17 ~i4 6098 NO P M 28 2S ]c 67 79 13] 208 ]07 428 496 516 487 12 7 ]293 1\ M '-17 1 O~ 114 1] ; 107 4 L",1 i CW:.;S,WADS EtiGWEERING DATA, INC 13255 SW 1]7TH AVE. SUITE 207 MIAMI FLORIDA ))186 )O'i 2)) 3997 NOt~'l'H/SCJLJT" 1n 2 ; :3 ~ 0 ;,... " 12 2.2 ~ 6 37 54 6008 SO PM \20 S) 44 71 74 110 168 259 34] 389 449 494 491 19 3059 51.8% 105 ; 2 442 5 10 20 19 363 22 '.:'3~ Hour 48 . 1 ~ c~ume P .. 09, 15 537 91 03 ,45 455 86 11 ) 110 8\ 84 88 68 i22 94 20 395 34 111 99 1.11 114 78 71 102 83 82 86 82 68 52 81 42 40 31 44 48 52 45 39 35 17 25 26 29 13 14 12 422 19 34 ]4 52 338 48 60 69 288 76 65 72 107 194 99 80 97 112 189 100 91 135 108 116! 115 104 171 10] 82 116 116 125 127 37 123 2949 51.2\ 10. 15 506 73 12,30 495 79 J... M 1 J S 1) 0 84 159 iS5 i J () 99 94 118 109 \29 99 104 \11 98 87 98 98 80 72 48 74 69 5] 58 41 45 49 40 32 4] 41 34 ]3 J4 28 30 27 15 \ 8,1 25 q55 38 22 21 43 400 55 27 68 50 348 44 49 64 103 244 85 104 123 105 193 135 120 136 199 156 195 164 203 240 129 210 196 273 236 82 240 250 272 245 10 14 12 12 46 243 12 15 232 242 241 53' 263 5754 17 10,00 1010 92 Comblned 2 j :1 13 1 g d 19 L J 14 25 P.M 8'0 69 102 141 189 301 467 650 817 945 1010 25 22 24 21 29 26 6352 978 12106 12 ,30 944 90 217 :~ 't () 2 J '. 195 886 2G:? ):; 3 204 207 228 190 213 926 187 172 233 192 198 197 229 194 150 119 818 795 770 176 152 135 144 123 582 113 101 121 74 83 72 78 81 86 73 69 62 32 35 40 481 350 318 198 41 128 100 SIte Code Start Date FLle I 0 Paqe Tuesday 90006':J12110U 0'1/04/2001) 900(1)~) i-~ i--j J. L,LI~l't "--__UtJ~) -.) '- . }(J JOB NO ,2000 66 ,'ROJECT HURRICANE EVACUATION STUDY 'NTY MONROE ;::1 :~L(eeC name :.J\'(TON Cr-()ss :;treeL :MM68 CRO~J~GAU:'; L~.GINEERING DATA, INC 13265 SW ]}7TH AVE, SUITE 207 MIAMI, FLORIDA 3318G ]OS 21] 1997 ~1()R':lfQ'2-~.__~____~ SB r::Omhlned "'f' :..... M .._~---"---- J. iU J:! ,1 S n GO :).\ 15 OJ jO ,12 .; S 0'i GO J 4 ~ S ).; ~l {) >1 <is : 5 'JO :S ..i. =' :J'-; 30 OC; 45 06 00 06 1 c::: 06 30 06 -15 0'7: 00 07,15 07,30 0,,45 "l08,00 1 ) OS: 15 08,30 08, -15 I,e 09,00 l. 1J9: 15 09,30 09,45 ',0 ~O,OO ~O 15 ~'~ .3 0 ~'~ q:: O^ J ,~ ..i.:'l 3:) 4 S ~.3. -=-~ta.~ s ::dY :';::)t3.15 ~cl :: % ": 4: ()', 128 2372 -I2,5~ 10 11 11 17 14 ,9 24 1 ~ 3 '3 10 3 ] 27 27 6-1 55 60 62 61 88 67 93 89 88 87 153 117 163 129 157 147 126 157 ~ 41 ::.. 41 122 156 5 NB P,M 1) S :-: 4 .' 1 S3 91 1" 5 241 309 417 566 571 547 9 3786 1: S A M ; A 11 1-:) 1 C 6., .' 8' ~o ,8 1 'i 24 40 13 10 18 23 2C 25 30 37 43 6417 P. i"! (:;2 -1,.1 63 81 98 183 241 328 435 568 568 -184 24 16 3272 6758 5 3 . 6 % 90 12B 4t,[J -16.3\ _It\.. ?'2ai< :~CJu::::- , ""o~urne ? r{ ~ 09 15 596 91 03 00 507 .86 ~) .i 112 119 -IW" 108 ~ 27 99 % 131 4]0 125 104 147 50"1 :"08 L8 : 0,,-; ]] 6 101 11 ; 113 90 448 54 415 49 45 55 67 315 74 65 81 108 66 60 54 58 51 53 46 24 55 58 68 95 92 216 76 90 100 118 183 127 138 157 134 171 139 118 127 186 102 137 143 111 118 43 30 30 37 22 22 21 12 11 12 44' 112 3145 51. H 10 15 593 79 12 15 561 91 1'" : 29 1.1[\ 1 S 3 131 1.1 'J 130 J9 1,7 126 145 107 1 ~ 0 107 108 94 83 83 1 f) 3 88 67 53 64 56 54 45 49 59 49 42 38 43 38 -ll 37 32 26 30 25 21 13 16 14 9 D Lj S:' \ 0 I 495 H9 357 240 207 172 148 102 52 59 10, 15 1158 84 ^ :1 23 1 a n P. r-i 2 'J'~ ,:,\., .,-)fl 1 J % ,"Ii 1 ,'-j ~: ~i ~ 1) h 10 23 'I 2 '1 2 51 21 218 225 251 9" I 25 244 25 51 24 84 203 92S 241 232 212 2.;1 191 201 209 204 168 164 177 298 146 135 655 27 32 42 44 10 134 926 63 189 805 67 74 51 76 109 110 127 136 126 183 159 169 179 188 205 280 255 153 115 482 119 103 100 89 637 96 84 65 92 852 90 94 73 55 1134 51 50 38 36 1139 30 24 18 36 1031 25 7058 103 522 388 331 320 263 296 265 253 313 278 284 233 274 240 273 IS-I 6117 13175 12,15 1026 .91 Site Code Starl Da[~ File I D PaGe 900065\2,11)1; 01/04/2800 9000f)'Jr' i-lednesday ,il )OfJ NU 2000-66 PfW,JSCT HURRICANE EVACUATION STUDY 'Cl\JNTY MONROE .;t.r-eet name. SANDY COVE AVENUE Cros3 :1C'~11n NI3 " I ;' .me i) U :)4/ \)S 1'0 ~ ,) J () ! ' '1') ('I) II 1:) _\l' .;1 .jl, I~ () l') 3() '.'. 00 (., -J 15 01 30 ') 1 45 )4 00 J 4 15 3 L' )4 -1 S '''' ')0 ')'~ : 5 DC, 30 ,45 06,00 '06 IS 06,30 06 45 07 00 (07 15 J 7 30 07 45 Q8 00 3 (08 15 08 30 08 45 09 00 l09,15 lJ9 30 ]9,45 "0,00 (" 0 15 1; 0 30 c 45 J') 15 30 45 '~:':)~ a 1 s --;~2'/ :'ctals -,'- _ : c , 37}'9 49, .;t A M 12 7 10 17 16 15 27 32 53 31 26 38 47 71 68 83 94 99 102 104 117 122 132 116 159 148 190 161 208 l62 165 161 179 197 163 175 179 8389 >1 1 A Jl 50 158 140 ]4] 125 158 142 133 141 126 89 129 99 78 85 56 59 64 44 41 54 53 61 43 44 35 37 22 27 20 17 7 19 8 4670 P M, 14'1 "27 :4'1 lL~ 172 132 1 )7 1 G 1 12"7 :96 128 150 150 157 152 9treet,MM75 A M 26 14 14 ::iSJ i 602 60l 617 564 542 395 109 117 264 105 113 142 133 155 177 161 171 158 151 201 167 153 167 138 HI 149 3805 CRU';:;KUMJ:; ENGINEERING DATA, INC 1325" SW 137TH AVE, SUITE 207 M!l\MI, FLORIDA 33186 10S 233 3991 NORTH/SCIJTH 12 S,.;_ 13'" 8 1"7 1 ) 25 34 18 12 16 27 23 23 24 38 48 58 52 42 69 83 84 91 96 ~, 219 SlJ 59 <1 ~ 93 73 108 200 327 427 543 667 672 594 13 17 21 30 4414 107 142 316 422 529 710 666 704 5: ,4\ 192 183 106 51 50,5\ ":,1_~~ :10L.:Y 485% > ,L~.,~ ~ ';..1~e C? 15 721 87 02 15 624 79 10:15 688 85 12 00 713 86 I1,M ] (:i'; lG8 20<-j 1)] 713 ] ) 8 1 ~) l) 138 r~ ') 1 i 1 ,1; IB~ 10 128 144 172 139 142 103 599 597 , 155 123 104 76 82 89 84 77 67 77 77 485 331 298 68 79 61 63 60 64 49 45 39 28 40 33 33 27 21 271 218 140 90 81 7524 09: 30 1380 Combined A .:--1. 30 2 1 :>.;> 1 7 ; 2 2 ,I 2 "j J7 39 25 22 J3 43 38 50 56 71 79 84 90 89 140 151 167 185 195 211 221 222 235 274 249 314 325 351 335 366 313 366 328 331 354 301 316 327 1298 165C2 .94 P ,'1 )).j 2r:h 83 E: 305 1266 jiG 291 275 60 J ~. "7 ~ 1 9 j 124 2SO 3B3 270 278 294 329 291 300 243 296 2,8 262 1049 1200 123 1214 215 2::8 342 215 230 210 873 166 196 176 155 693 643 849 153 135 120 127 535 104 105 103 98 410 100 71 84 68 323 70 49 1072 1377 48 13 38 29 196 30 24 40 38 132 9084 12 00 1266 89 Site Code Stat-c Date: FIle r D 90004312110r; 04/04/2000 9000431' Paqe Wednesday \_.'LI!.::NT M[LLL:{ <0N:';ULT[NC .rOI3 NO ,2000 66 PROJECT !lURRIc'\~rE EVACUllTION STUDY COUNTY MONROE Street name .rSLAMORADA Cragg street:MM82 8egIn NB ;'lnlC 12 00 04/05 ,~! 1 ') 1") J 0 4 (-, ') 1 j () '~l .-, ) 1 2 J , 1 t ~) o:~ ') () 0" 1 'i 02 30 02 -j 5 03 JO OJ 15 OJ 30 03 -15 0-1 00 C' 4 : 5 01 30 04. 45 05 00 05 1 S 05 30 05 45 06 00 06 ~ 5 06, 30 06,45 07 00 07 15 07,30 07,45 03,00 88 e5 08 30 G8 45 C/9 00 00. 1. 5 09,30 09,45 10:00 eO, : 5 10 :3 0 ~ v <;; S OC :5 1 1 J J : .;:; :)-als ~ay ':"'otals 3=, 1: % J.., M 222 ~ 4 52 44.5i; ] ] 1 ., I B 1;:) ] J ] 2 1] 13 12 23 17 29 33 15 32 45 34 5;' 52 108 93 108 116 114 146 127 160 142 152 185 171 195 180 199 253 213 198 214 22 : 'J 27 210 ,~ 3 PM, 188 205 ]90 23 c:; A.I"'" 8 U~ 22 ; 2'1 3 207 203 223 874 CROS~)RO^IX; EN(~INEERING DA.TA., INC lJ2S5 SW lJ7TH AVE, SUITE 207 MIAMI, FLORIDA JJ 186 30S-233 -39~7 NORTH/SOUTH H 17 12 ~, 10 12 19 23 37 SB PM, 215 38 104 186 201 174 195 165 157 171 174 154 125 108 136 121 124 110 III 99 79 98 82 88 68 54 81 44 43 46 65 35 20 31 19 20 17 19 37 29 30 5522 4 l 35 59 84 162 361 503 639 745 878 880 32 7He 228 250 202 239 252 224 211 266 230 231 193 202 197 188 167 147 143 143 130 123 164 117 117 122 97 93 116 80 84 80 53 76 47 40 40 38 20 903 -12 18 33 926 28 24 50 920 59 81 62 79 754 126 123 127 168 563 194 208 191 174 521 195 189 166 184 428 219 207 199 200 297 188 219 237 206 203 236 240 215 2'JO l3-1' 212 5509 B7 170 348 6:2 768 758 794 B93 B67 ::. 'J 31 42.9% ,~,):{ Hour 12,00 .:; _ '....:.~e ~ ~ : 1 a.J 880 96 :1793 57,0\ 03 15 36 28 55.3% 953 89 10, 15 919 95 254 229 171 869 195 163 IS7 220 209 735 19] 789 I 691 I I I ! 624 I I I I 4B9 I I I I 399 I I I I 336 I I I I 222 I I I I 166 I I I 115 869 .85 ^ I~ B7 10,00 1776 94 C:ornbi r.ed J'l ],' -~ '-j 2') ~ :; 29 28 22 54 29 21 45 51 41 56 83 74 113 107 113 177 175 235 261 302 324 305 320 322 349 308 336 404 378 394 3BO 3B7 472 450 404 450 461 4-12 410 434 9961 1 ~) :i " 1 1 39 146 254 510 973 1271 1397 1539 1776 17-17 57 62 12863 22824 01 -15 1712 98 PM 'l 0 3 459 ,) ] 9 .1. (:() 1687 'i 1 b '1. O() 364 -123 1609 432 421 436 '103 413 447 389 368 437 404 385 318 310 333 309 1692 1617 1544 291 1243 257 254 242 209 221 246 205 185 176 17B 137 159 126 149 115 73 107 66 962 857 650 463 60 57 57 290 71 249 SIte Code 90010112110n Start Date 04/04/20UO Flle I D 9001011 Paqe "ledncsday ~.iEN"1 MII~LE~ CONSULTIN(] .JO[J NO 2000.66 "ROJECT IlURR I CANE EVACUATION ,iTUDY '.'()UNTY MONROE ~. l me -;t_reeL name :OCEANA BLVD :h~(J 1 Il A,M ,. rjl] Ci4/04 2~ j ~ J'1 ;0 .1'-, '. ()C lS 'c J 30 .; S 02 00 ') 2 15 'J~! J 0 :>2 45 ) j 00 'l J 1 S J3 3D JJ 45 )4 00 c.; 15 J'l J 0 J4 45 8';:00 )5, 15 05,30 05,45 06,00 06 15 06,30 06,45 07,00 07,15 07,30 07,45 08,00 08,15 08,30 'J8 ,45 )9:00 ~9, 15 )9-30 09,45 :0,00 ~ 0, 15 ~o 30 ~) 45 :)0 : 1 15 30 : l.: 45 7:::)tals Jay Totals Scl:;.t \ 47.8% SN,\ PPER AVE NT] P :"1 CROS~)IH)r\.[)S f'::-Jc;~ur':ERING DATA, INC 11255 SW I 17TH ,\VE, SUITE 207 MIAl1I. FLOR:DA 31186 30') ?Jl J,)91 C:ross st:::-eel MMIl)4 :.JOR'IJiL~:;OUTH S13 ("ornln ned A M P,M 23 :'6 1 ~) ; 9 13 II 16 J 0 15 10 15 18 26 29 44 43 65 58 93 82 68 100 136 158 169 234 247 321 257 237 238 231 244 238 278 295 286 303 253 301 276 322 296 296 317 317 7056 )r, 4'7 42 88 210 343 697 1062 951 1162 1152 1226 44 34 35 29 9737 jC9 )')2 .~ q) ~~ ~)] 11 -.6 r~ M P_M 605 2 ,1 2 : 3 ;- 16793 51.8% 239 :: 7 9 32] 3:3 1204 2G 14 ~ J 72 2"7 20 15 85 22 JJ 124 212 506 916 1090 975 306 1114 1188 1323 27 24 9045 308 290 292 326 1216 23 34 16742 ;),=dk Hour- 48.1% ':'c: l~me 10,45 1231 95 03,15 1351 317 ]]2 339 322 358 323 303 292 275 249 220 231 216 227 195 181 171 152 156 126 1310 35 38 40 59 1276 75 79 104 148 975 175 192 211 248 819 265 236 256 320 605 278 249 253 214 469' 259 261 285 117 123 124 105 112 93 93 59 68 64 50 357 262 324 278 310 218 ~ 276 36 360 324 303 142 336 7697 52 ' "' 11,00 1323 ~4 91 12 30 1257 90 2,)() 26"7 j 4 G J:!6 ~ 7 3 J 9~) 290 243 ; 16 11 ,1 .1 ~; -,I 26 ",J 134 2n2 ] 2] 279 289 271 l204! 3 j 40 59 1134 64 82 83 124 1180 133 172 ] 86 215 859 275 328 369 417 704 499 483 577 577 565 515 487 484 45a 397 497 539 580 532 250 I 565 577 579 586 209 598 656 620 620 164 653 14753 295 299 271 324 286 281 205 193 180 184 178 177 165 157 147 135 126 118 91 117 71 75 66 71 38 61 47 46 55 52 61 11 00 2549 97 41 1 H J1 .10 27 2 '1 :. :. j.j 1(j )0 4') ]GH 559 638 579 584 569 566 2]81 ; : ') 629 2348 575 624 574 647 2420 596 621 610 617 2444 657 594 627 578 2456 556 454 413 411 1834 400 405 372 346 1523 328 299 291 252 1170 235 214 241 176 866 187 159 164 127 212 422 849 1613 2152 1926 2276 97 607 129 111 2340 96 91 427 96 95 62 53 306 18782 2549 33535 03,15 2505 95 Site Code Start Date 9000941 =' 1 : (~(; 0'1 / O.~ / ~! 0 0 i: F 11 e I U lJ00094 ;:- i\'3.qe Tue9day ;.'1.... ~;1.El{ LUN~...iU LT 1 NG ,JUri NO 2000-66 ;'l\(;.JECT HURRIC^NE EVAC:JATrON STUG'( 'I)l;;--rry MONROE ; r'~eT :ldme :OCEA.f\iA BLVD SN^PP~~R AVE i:,t, ; 1 II NB CROSSROADS flNGINEERING DATA, INC Inss SW lJ7TH AVE. SUITE 207 ~\ 1l\M T FI.,JR ][If, 3 3l 8 G J(j', 233 3997 Cross street:MM104 NORTHL?~_ SB ::omlJl ned :- ~ :np- ) 0" ,i (J'~ 1,' j'} ) 00 J. 1 ':' :) ~' J I) UJ 'I ':' 0.-\ 00 ~) l, 1 ') "! 30 O-! '-\ S ,'"1 00 H J4 .'''' 0,1 4. O'J OD J ~ 1 S I') -~ 0 OS '1 S 06 00 )6 15 )6 ,0 06 -15 07 00 ; 7, 15 17 30 07,45 00'00 8 15 30 08 45 '9 00 9 : 5 _3 ,0 09 45 o 00 :5 .0 30 .1...' .1'3, ~s 4 S ::'L3ls 1Y 70tals Sr.-; 1: t '" !\ M 53 67 83 87 85 96 101 174 173 247 273 335 292 253 242 260 265 266 282 268 297 301 315 284 337 317 322 305 300 313 7,10 48 ' 4 ~ 21 >1 2 j )0 13 10 12 9 12 1] 12 13 13 31 36 J ~ P.M 88 366 312 25) 279 286 301 319 294 320 331 323 336 337 335 326 334 314 JI8 294 244 259 237 225 222 215 181 164 160 171 150 161 128 103 120 106 103 92 79 75 61 76 51 52 34 32 30 23 9863 332 A,M 32 22 26 16 96 1 J 20 ," ] 8 2 8 7 9 25 35 18 27 105 27 1049 1177 1383 17507 P,M 392 293 103 217 514 280 270 246 204 199 231 185 188 157 157 151 130 115 130 97 100 73 58 67 51 63 54 62 48 43 42 35 9729 44 41 77 187 351 695 1153 1033 1148 1253 1240 17173 50. H ::")) 1184 1268 18 33 1334 25 n 50 60 1260 70 78 101 153 965 182 167 221 220 782 285 253 264 292 642 300 288 234 265 457 ~ 266 254 262 288 349 245 269 316 330 240 262 349 309 338 119 387 7778 51,5\ 893 1109 1053 49,6% :'dk. :--{our 12,00 ) l ~~rn~ 10 30 1281 35 03,00 1334 98 11 : 00 1 J 8 J 89 13 2 2 84 321 JIG 1 j j,) 277 266 293 318 , 1 -J '1 354 285 310 314 299 307 291 309 293 268 248 278 1263 I 1206 56 1087 137 161 261 238 1057 278 268 395 393 819 532 526 599 584 653 553 530 494 530 472 532 536 530 585 298 546 584 600 667 230 579 571 614 638 168 i 700 15088 11 :00 2623 .; M 4 t) 4: l ~) 1 (~ 'I 2'J l:~ J ,4 tj.1 ~ :; '" 146 j 9 33 S2 73 180 635 627 582 566 404 572 505 539 507 865 471 426 414 412 1588 349 348 328 307 2262 312 258 218 250 2086 203 203 165 137 2197 142 112 139 105 81 113 188 2430 114 82 75 72 2623 58 19592 34680 93 12 00 :J 585 89 P.M "24 f; 5 q t"d _~ r)O " L,'):':' ') ~j <1 fJ ( 648 {J05 641 637 635 64'; 026 ) '-: d ') .' 38 253l 2540 234 7 2022 1601 1295 929 647 470 287 SIte Code 900094 I:': : 04/040 ')0009.; i Start Date FJle I D ?aa~ Wednesday i-1~j'l....~E ,.\)N~;iLiLi'L~\, ciDn NO 2000 66 ~)R.;ECT HURR I CANE EVj\CU^T:(~N STUDY '()UNTY MONROE "f'lJlr1 <t_!eet~ :lame MM109:1 .^. M ':-: 'ne OQ 04/04 I ~ J 10 4 ~) '~1 00 () 1 i. 5 '; 1 10 ~ I 4 S 00 -.;, E 30 "':) 4 5 (;3 ():J (j 3 15 G 1 30 JL 45 G4 00 04 15 04 .1 0 04 45 05 00 OS 15 05,30 05,45 06,00 06,15 06,30 05,45 07,00 07,15 07,30 07,~5 08,00 08,15 08,30 oe ; 45 ::'9: 00 09:15 09,30 )9,45 lO : 00 :c: 15 : 0: 30 10,45 Cl 00 ~1:15 "~ 30 : 1.. : 4:; :'0cals ~ay Totals S:;li~ \ 151 160 181 173 159 182 196 161 157 163 154 160 149 4268 ~o,Q\ :1') II 10 1 U L~ :6 i. ~ 20 16 37 59 63 70 84 85 109 63 83 120 81 84 99 125 104 110 137 138 152 144 >JP P VI ~ :~.~ :_''1 1 '12 1 J 1 ie. CROSSR(),\DS ENGINEERING DATA, HIC 13255 sw 13"lTll AVE. SUITE 207 "1 r f\M r, F LO R r DA J 3 1 8 h ~J()rcr:~/ JOliTH 23 j ~')~I-' 'I "' G 2 .~ -;":'..H 760 716 572 431 355 ! 220 231 I 130 ! 0' ' -, , 166 4993 ';8 1 ) _ ~-1 I... H P.M COmblr1crl :: s }.; 18 .:~~ 31 2b :.:: ,1 18 20 1S 3S 38 29 39 41 30 64 92 76 80 113 132 124 153 203 189 135 159 164 94 191 73 170 12~ 166 178 156 180 159 179 198 242 171 187 192 flr-": E16 37 141 227 401 669 552 5sa 6ao 778 716 35 70 28 26 SOU 1::;4 13'- 1 d 3 L) l:.} 53.9\ 10005 47.9\ ;e3.'-<. nour ."::~ u:r,e 09 30 710 90 192 ~ 9 '1 ~ss 18 16) 21: 187 196 166 189 196 175 156 162 165 137 108 91 138 90 112 81 92 91 91 58 60 48 54 53 69 63 46 34 37 26 33 24 30 21 18 5445 85 276 340 384 476 585 673 706 626 9713 52.0\ 03 00 760 90 10 30 798 82 12 ,00 ; 8 ] 1 -; 2 l()] 180 161') ;~; 2 1 ? 1 17] 100 137 175 155 145 146 152 106 209 139 175 124 112 107 77 139 94 69 103 94 65 94 51 67 62 25 26 27 32 40 31 31 38 49 56 594 95 ~94 ::'20 639 598 629 420 405 304 180 130 174 i 159 ! 10 00 14 84 90 II .; .J l'} 1G 20 2 : '14 );, 30 26 36 4 j 47 58 45 76 100 93 134 176 161 189 176 215 244 234 287 288 260 263 27~ 231 329 225 311 275 326 359 329 339 341 375 359 ,,09 334 341 352 315 9251 123 :2~ 135 226 503 741 1053 1028 1143 1353 1484 1342 59 100 49 44 10457 19713 o L 30 31S 111 103 355 320 1-"30'; 297 )7,1 322 35) 361 ] 1 (]] 292 338 366 332 342 318 295 405 314 331 286 277 244 185 230 232 159 215 175 157 185 142 125 122 73 80 80 101 103 77 65 75 75 89 1343 1358 1345 992 836 659 400 361 304 252 1409 94 SIte Code StJ.::-~_ D,],te ;: 11 e r D 90000:12110\1 04/04/.: IllJO 9000"1,' Pd.(l~ Tllt=-sdi1~" '.""',.NT MILL10R CONSULTINc; JOB NO '2000-66 i'R.lECT HURRICANE EVACUATION STUDY COUNTY MONROE Screet name :MMI09.S Begln !": :l1e ,2 00 04/05 i 2 15 lL 30 1:2 1S ,]] 00 01 15 0] J 0 '.J 1 -15 02 00 02 1 S o 2 ~ 0 :):: <15 OJ 00 01 1. 5 0' 30 OJ 45 04 00 C,; 15 04 30 04 45 05 00 0:; l.. 5 05 30 05 45 06 00 06 15 06,30 06,45 07,00 07,15 07 30 07,45 J8 00 08: :!.S 08:30 08,45 J9,00 09,15 J 9, 30 09 45 iO 00 ~ (\ 15 i ,) 30 '" 45 00 1:' 15 " 30 ," 4 5 :':::a 15 )a'! Tocals 3ell: \" A M, 226 135 181 170 141 204 185 4339 46.8\ 17 12 16 3 5 7 6 6 10 13 16 22 42 44 58 57 99 102 66 79 82 94 73 130 118 129 137 147 134 147 201 158 187 174 174 164 147 NO 36 P,M, 177 188 174 173 152 169 156 135 183 203 180 172 208 207 170 196 179 183 176 176 172 141 157 112 124 118 103 92 116 88 87 86 54 90 66 76 47 61 54 53 38 44 44 35 27 25 22 13 712 i A M 23 22 18 H CRO,;SROADS ENGINEERING DATA, INC. 13255 SW 137TH AVE, SUITE 207 MIAMI. FLORIDA 33186 305 233-1997 NORTH/SOUTH 11 23 ~. " 14 28 17 12 19 33 23 24 31 SO 77 P.M. 193 168 190 156 31 29 58 201 346 379 531 640 699 689 700 5702 10041 51. H 612 738 781 714 44 47 66 70 60 94 105 133 110 142 174 199 153 156 156 145 109 168 141 139 142 159 164 137 128 250 183 148 132 182 248 278 4917 76 l1S 226 ] HS 144 163 158 16J 159 159 156 146 173 131 126 144 169 134 135 136 134 120 105 108 98 108 95 76 79 70 75 52 57 32 58 36 36 55 34 33 42 39 31 25 5390 582 437 377 286 215 161 87 53. H 91 III 227 392 625 610 557 602 709 840 10307 48.5~ ~::!.f:. Hour 01, 30 'c,~ ;JITie 08,30 720 89 OJ;C0 731 93 '1 : 00 840 75 A ,,,\ F) 158 7 0.) 2 6 27 26 19 684! 35 13 29 19 633 23 40 36 40 620 i 53 86 91 124 574 127 196 171 574 212 192 236 247 467, 329 271 285 293 377 292 243 315 342 276 297 329 333 338 183 301 275 476 318 158 329 302 323 452 137: 463 9256 11,00 723 79 ('omb 1 ned 39 21 159 1004 lln ll97 1301 1398 1540 20349 1540 83 P,"\ 370 J56 164 113 107 120 169 428 738 11092 12,00 1413 95 329 310 284 382 320 327 371 338 335 367 366 326 342 352 314 302 320 341 275 292 248 258 238 208 200 214 196 182 162 133 160 141 128 104 93 112 89 74 99 78 68 69 64 53 38 1419 1296 1371 1401 1288 1156 904 754 562 398 319 224 Slte Code Start Date: F de I D Paqe wednesday 900001121108 04/0-t/)I)()O 9000(); I" FLORIDA KEYS HVRRICANE Ev ACl'A nON MODEL The Flonda Keys Hurncane EvacuatIOn rvlodellS a spreadsheet-hased software program developed In i'vlicrosoCt Excel to detem1111e evacuation tJn1CS necessary for an impending hurricane [n generJI, the evacuation tImes are dependent upon the hUITicane category, the capacities of the roadway network, the number of cvacua~)ng vehicles, background traffic, the response curve (whether the evacuation response IS early, no~tmal, or late), etc. The Florida Keys were dIvided Into 31 roadway segments for analYSIS purposes based on roalhvay cross-section, capacity, and milemarkers. Thus, the model contall1s 39 shects (or "tabs"), 31 of\\hich are the individual roadway segments. The eight remall1ing sheets contain a descnption of the roadway network, dwellll1g Ul1lt data, trip generation dala, input parameters, tnp table output data, response curves, and two summary tables. The above listed components of the model are described in detail below. In addition to the model ItselC the program references another spreadsheet containing the "declining background traffic." When developl,S the model, the number of out-of-county vehicles, daily commuters, etc., had to be considered. This spreadsheet is used to calculate the percentage of non- residents that will evacuate in a given time period. Further, the traffic volume, average volume, and adjusted average vol ume per hour is given for speci fic milemarkers throughout the evacuation zones. This data is then automatically imported into the Evacuation Model. The Roadway Net\vork sheet within the Evacuation Model contains a detailed description of the hurricane evacuation roadway network. This description includes the link name, geographical area (i.e. Lower, Middle, or Upper Keys), milemarker "boundaries" for each link, and the link location. Further description includes the CUlTent lane configuration, pavement width, number of outbound evacuation lanes, outbound f10w rate per lane, and total f10w rate for each roadway link within the model. The Owelling Unit Oata sheet contains a summary of the hurricane evacuation zones, the milemarkers contained in those zones, and a description of the zones. In addition, the summary shows the total Year 2000 and 2005 dwelling units per evacuation zone, and the total dwelling units are broken down into percent of mobile home and seasonal dwelling units. On another table within the Dwelling Unit Oata sheet, the evacuation zones are further divided with the respective dwelling units for each section. The next sheet, Evacuation Population at Risk and Evacuating Vehicles, contall1S the trip generation data for the Evacuation Model. The evacuating population and the number of evacuating vehicles are provided for each evacuation lone. Both the evacuating population and the number of evacuating \'ehicles are a summation of those from "In-County Public Shelter," "In-County Friends/Relatives," "In-County Hotel/Mote!," and "Out of County." A total of each of the above categories, along with thc tolal evacuating population and number of vehicles is provided Thc- Input Parameters sheet provides a breakdown of multiple input parameters for each of the .,,1 1',llnl Po,Ild!> "1" ".t \ Il T,l)' ",,,,J,. ,:'"'-<:'1'1",,, "11<1 B-1 evacuation zones. These parameters include, but are not limited to, the number of vehicles per d\velling unit, percent participation per dwelling unit, percent occupancy per dwelling unit, percent participation by tourist Ul1lts. percent occupancy of tourist units, percent distribution in public shelters by res\dents and tourists, and percent vehicle usage. The Input Parameters sheet helps identify the distribution of those people evacuating the Keys Il1 a hurricane situatIon. The next sheet, the Trip Table~Output, shows where the evacuation tnps are generated. In other \vords. the table deSIgnates where the traffic volume for each Illlk is generated. For example, 75% oCthe trafCic volume from Evacuation Zone 1 enters the transportation network at link A. Funher, In-County anu Out-of-County subtotals are provided to produce the total for each zone, The Response Curve sheet consIsts of two tables the actual response curve and the percent of evacuees leaving. The response curve provides the percentage evacuated per hour, rangll1g from the first hour to the N1h hour of an evacuatIon. The other table, percent of evacuees leaving, is based both on time (i.e the first hour of an evaccllon, the second hour, etc) and the evacuation response (i.e. early, nOnllaL or [ate evacuation) The Response Curve Number is entered as an input parameter on this sheet. Lll1k Analysis sheets were created for each of the 31 evacuation links, With each analysis link being divided into I-mile segments. Within these segments, the following data is provided/calculated: background traffic, upstream vehicles, vehicles entering and exiting, total vehicles, processing capacity, and the number of unserved vehicles, The above data was provided/calculated at two- minute intervals for a total of 30 hours. The final two sheets, the Summary Tables, provide the results of the Evacuation Model. Both summary tables contain all links, the geographic area, the milemarker boundaries, a description of the link location, the current lane configuration, and the number of outbound evacuation lanes. In addition, Summary Table I provides the required evacuation time, bottleneck delay, and hours with backup for each evacuation link. Also, Summary Table 2 shows the length of each link (rounded, in miles), the background traffic, and the total number of vehicles evacuated from each of the 31 evacuation links. The above discussion serves as a brief description of the Florida Keys Hurricane Evacuation Model and the multiple components contained therein. With minimal training, one could be instructed on the operation of the Evacuation Model for future use. \ '\ .',LJ I',.,hc' 1'"....(1, ,,! ., " I \ \(., -'\ Till', """h"I \!(';;C''1Hh'" liP<! B-2 Monroe County, Florida Dwellinct Unit Data KD/S EVAC % 2,005 - - ---- -----r- - ---------r----- ----- DU (1) : MHDU : TDU Key West MN01 100 14,7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,223 616 469 2 MN01 100- 1,379 377 195 3 MN02 100 1,723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 110 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 128 MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 M~~06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area Page1Model4xls DwellingUnitOata Monroe County, Florida Evacuatin Po ulation at Risk and Evacuatin Vehicles Evacuating I 1 I 2 I 3 I 4 Evacuating I 1 I 2 I 3 I 4 Population Vehicles Zone NO MN01 36231 : , 13561 : , , , , , , , , 0; 0: , , UOO: 34,831 , 0: 535: 0: 13,026 , MN02 13,1121 , 5,839: , Zone NO ': , , , , , 0; , , 3101 , 0: 590: 12,522 , 0: 0; 5,529 , , Zone NO MN03 16,021 : , 6716: , , , , , , , , , , , 0: 813: 0: 15,208 , 0: 352: 0: , , 6,364 Zone NO MN04 5,344! 2.765: , , , , , , , , , , 0: 0: 0: 5,344 , 0: 0: , , 0: 2,765 MN05 8.785 i , , , 4,621 i , , , Zone NO , , , , , , , , , , 0: 0; 0: 8.785 , 0; 0: 0: 4,621 Zone NO MN06 17,510: , , , 8,096; , , , , , , , , , , 0: 0: 0: 17,510 0: 0: 0: , 8,096 Zone NO MN07 1,731 : , 856! , , , , , , , , , , oj , , 0: , 0: 0: 1,731 0: 0: 856 , , lTotal 98,7341 01 2,8031 01 95,931 42,454 I or 1,1961 01 41,258 1 = In county public shelter 2 = In county friendslrelatives 3 = In county hotel/motel 4 = Out of County Page 1 Mode/4x/s T npGenerSeasonal Monroe County, Florida Input Parameters per Group 2005 ~Number Lower Keys I Middle Keys I Upper Keys Parameter 1 I 2 I 3 I 4 I 5 I 6 I 7 Number of People per M.H. Unit ~;244 , 2.31 . , , , , , . 225 , 1,97 , 2.27 , 2.27 , 2.11 I . , , I , Number of People per Permt Unit 2.44 I 231 , 2,25 , 1 97 , 2.27 , 227 I 211 , I , , I r I I . , I , Number of People per Tourist Unit 2,90 i 376 275 , 2.53 , 300 ; 300 i 300 I , , I I Number of Vehicles per Unit 135 , 1.76 139 , 1.65 , 176 I , , , , , 1.61 r 1.58 r , , I I Number of Vehicles per Tourist Unit 104 i 104 105 i 110 i 1.10 j 1.10 i 1.10 r : , , , % Participation of M.H. Units 95.00 i 9500 9500 : 95,00 , 95.00 , 95.00 , 95.00 , , , , , % Participation of Other Units 60.00 , 60.00 80.00 , 85.00 I 85.00 , , , , r I 85.00 , 85.00 , , r , , % Occupancy of DwellingUnlts 86.00 i 71.00 69.00 i 57.00 i 66.00 j 65.00 i 42.00 r : , I % Participation by Tourists Units at Risk 100.00 100.00 . 100.00 , 100,00 . 100.00 , , , , r 100.00 100.00 . , I , % Occupancy of Tourist Units 72.00 64.00 , 64.00 , 70.00 , 70.00 . 70.00 70.00 , , , , . , % Distribution Public Shelters (Residents) 000 0.00 i 0.00 i 0,00 i 000 0.00 0.00 I I , (Perm. Residents) Friend/Relative 500 5.00 , 5.00 , 0,00 , 0,00 0,00 0.00 , , I , , r Hotel/Motel 0.00 0.00 , 000 j 000 i 0.00 000 0.00 , , Out of County 95.00 95.00 i 95.00 100.00 : 100.00 100.00 100,00 r I , % Distribution Public Shelters (Tourists) 0.00 , 0.00 , 0.00 0,00 , 0.00 0.00 0.00 , , , , , , (Tourists) Friend/Relative 0.00 0.00 , 0.00 000 j 0.00 0,00 0.00 I I Hotel/Motel 0.00 0.00 , 0.00 0.00 , 0.00 0.00 0.00 , r , I Out of County 100.00 100.00 I 100.00 100.00 I 100.00 100.00 100.00 I , , I Vehicle Usage % 69.00 69.00 i 7000 71.00 i 71.00 71.00 71.00 , , Tourist Vehicle Usage % 100.00 100.00 r 100.00 100,00 I 100.00 100.00 100.00 , I , , ~ "Ok! I' Area Name A 1 : Lower Keys A2 i Lower Keys 8 : Lower Keys C i Lower Keys Monroe County, Florida Roadway Network Milemarkers To LocationlDescription Evacuation Year 2,000 Pavement Outbound Ftow Total Flow Outbound ConfiguratJon Lanes Width (FT) Rate! Lane Rate From T : 2,0 : 40 :Key West to Stock Island : : 4.0 i 90 iStock Island to Big Coppitt Key : : 9.0 : 170 :Blg COpp,tl Key 10 Sugarloaf Key : i 17.0 i 220 :Sugarl~f Key to Cudjoe Key i , : : ie-uoloe ,Key [0 ;:,ummenana Key : 01 iLower Keys i 220 : 240 :Cove Airport i : , i;:,ummenana Key COVe fli!purno : 02 iLower Keys; 240 : 250 iSummerland Key i 03 :Lower Keys: 25.0 : 300 :Summerland Key to Big Pine Key : , : : : big nne Key 10 vves ;:,ummenana : E :Lower Keys: 30,0 : 340 :Keys : " : vves[ ;:,ummenana Keys [0 :::'panlsn : F1 :Lower Keys i 34.0 : 352 iHarbor Keys i : i :Spanish Harbor Keys to Bahia : F2 : Lower Keys i 352 : 365 :Honda Bridge i , : : : Danla Honoa Qc'Qe [0 ban,a Honaa : F3 :Lower Keys i 36.5 : 375 :Key ; G iMlddle Keys i 375 : 470 iBahia Honda Key to Hog Key i H1 :Middle Keys: 47.0 : 480 :Hog Key to Boot Key : H2 :Middle Keys: 48,0 : 50.2 : Boot Key to Marathon : 11 tMlddle Keys: 50.2 : 50,8 ;Marathon to Marathon Shores : : : : :Maramon ;:,nores 10 Key COfonl3r : 12 iMiddle Keys i 50.8 : 54.0 :Beach i J 1 i Middle Keys i 54.0 i 545 : Key Colonial Beach to Deer Key i J2 :Middle Keys: 54.5 : 58,0 :Deer Key to Grassy Key : K :Upper Keys: 58.0 T 740 :Grassy Key to Matecumbe Harbor : L iUpperKeys! 74.0 i 800 iMatecumbe Harbor to Teatable Key i M1 :Upper Keys: 80.0 : 83.5 :Teatable Key to Islamorada : M2 iUpper Keys: 83.5 i 85,6 :rslamorada to Windley Key i N :Upper Keys! 85.6 : 900 :Windtey Key to Plantation Key : o :Upper Keys i 90.0 : 1000 : Tavernier Key to Newport Key : P : Upper Keys: 100.0 : 105 0 ! Newport Key to Sexton Cove i Q :Upper Keys: 105.0 : 106.3 iSexton Cove to Rattlesnake Key ~ R1 iUpper Keys i 106.3 i 1265 iRattlesnake Key to Card Sound Rd R2 :South Dade: 126.5 : HEFT :Card Sound Rd to HEFT : : : InII..,.,K~~!: S iUpperKeys i 106.3 i CR905A :Lake Surprise to Crocodile Lake : : : Int CR 90S i : T : Upper Keys i Ocean Reef! CR 905;. iT anglefish Key to Crocodile Lake : : : JV, ': U i Upper Keys i CR 905 A i US 1 , , !crocodile Lake to South Miami-Dade i LEGEND: 2L = Two-lane facility 2Li4L = Two lanes with short four-lane sections for passing purposes 3L = Three-lane facility (center lane 's a two.way left-turn lane) 4L = Four-lane undivided facility 4LD = Four.lane divided facility 5L = Five-lane facility (cenler lane ,s a two-way left.turn lane) 2L 2L 2L 4L 5L 4LO 4LD 2L 2L 2L 3L 2L 2L 4LD 4LD 4LD 2U4L 4LD 2L 4L 4LD 2L 2L 2L 3L 2L 2L 2L 4LO 2L 2L , ! , , , , , , , , , , , : , , , , , , , ! I : , : 2 2 1 1 : 44'-53' : 34' 34' 44' 44' : 33'-44' : 33' 2 , , , , : 25' : ; width i i unknown: 1 1 1 2 2 2 2 1 1 1 1 1 1 2 2 2 1 2 1 33' 25' 25' : 25'-49' 64' , ! , , 1 58'-64' 58' 32'-58' 32' 48' 48' 48' ~ 33'-48' i 44'-56' ! 44'-52' ; : 44'-52' ~ : 24'.25' 32' 60' 24'-25' 900 900 1,350 1,350 1,350 1,350 1,350 1,050 1,350 ~ 1,350 1,350 1,500 1,350 900 900 900 900 1,350 1,350 1,350 1,350 1,350 1,350 900 900 900 1,500 900 1,350 1,350 1,350 1,800 1,800 1,350 1,350 1,350 1,350 1,350 1,050 1,350 2,700 1,350 1,500 1,350 1,800 1,800 1,800 1,800 1,350 1,350 1,350 1,350 1,350 ; 1,350 : 1,800 1,800 1,800 1,500 1,800 1,350 1,350 1,350 :;;: :;;: :;;: :;;: :;;: :;;: :;;: r U'J Z Z Z Z Z Z z m 5 0 0 0 0 0 0 0 G) "" '2:' "!' ~ S::' S::' r0 m ~ <:0 Co :z: ::J <..n -t>. w r0 0 ;><C 0 0 0 0 6 0 0 , U'J <D <D <D <D <D <D <D 5 ::::r ~ ~. ~ ~ ~ <f> ~. 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Monroe County, Florida Response Curve % of Evacuees Leavinq Home 1 2 3 Early Normal Late 6.5% 6.5% 60% 6.5% 6.5% 6.0% 165% 12.0% 5.0% 165% 120% 5.0% 135% 12.0% 65% 135% 12,0% 6.5% 135% 65% 6.5% 135% 6.5% 65% 6,5% 8.0% 6.5% 8.0% 6.5% 6.5% 6.5% 6.5% 6,5% 6.5% 5,0% 5.0% I Time I % EV AC I 1 6.5% 2 6.5% 3 16,5% 4 16.5% 5 13.5% 6 13.5% 7 13.5% 8 13.5% 9 0.0% 10 0.0% 11 0.0% 12 0.0% 13 0.0% 14 0.0% 15 0.0% 16 0.0% 17 0.0% 18 0.0% 19 0.0% 20 0.0% 21 0.0% 22 0.0% 23 0.0% 24 0.0% 25 0.0% 26 0.0% 27 0.0% 28 0.0% 29 0.0% 30 0.0% I TOTAL I 100% I I Enter' Res ponseCUiVe. Number=';~:j\c,~\1',::]; I Monroe County, Florida Summary Table 2 ] Area Milemarkers length location/Description Year 2,000 Evacuation Background --------------- ----------------- -iRo-un;le-d-Miies! T 0la1 Vehicles link From To Configuration Outbound lanes Traffic Al Lower Keys 20 4,0 2 Kev Wesllo Stock Island 4L 2 3961 25016 A2 Lower Keys 4,0 90 5 Slock !sland 10 SIO COpOIII Key 4LO 2 3238 13806 8 Lower Keys 90 170 8 S'O COPp'1I Key 10 Suoarloaf Key 2L 1 , 1874 17705 C Lower Keys 17 0 no 5 Suoarloaf Key 10 Cudjoe Key 2L 1 1425 16129 l~~ Cudioe Key to Summerland Key Cove 01 Lower Keys 220 240 2 Airport 2L 1 1105 18181 Summerland Key Cove Arrport 10 02 Lower Keys 24,0 250 1 Summerland Key 3L 1 1105 16452 03 Lower Keys 25,0 30,0 5 Summerland Key 10 SIO Pine Key 2L 1 I 1382 16729 E Lower Keys 30,0 340 4 B'g Pine Key 10 Wesl Summerland Keys 2L 1 1575 22182 West Summerland Keys to Spanish I F1 Lower Keys 340 35 2 1 Harbor Keys 2L 1 1575 19562 Spanish Harbor Keys 10 Bahia Honda I F2 Lower Keys 35,2 365 1 Bfldge 4LO 2 1059 19046 F3 Lower Keys 36,5 37 5 1 Bahia Honda Bridge to Bahia Honda Key 2L 1 1059 19046 G Middle Keys 37.5 470 I 1C Bahia Honda Key to Hoa Key 2L 1 I 1998 19985 Hl Middle Keys 47,0 48,0 1 Hog Key to 800t Key 2L 1 1998 23784 H2 Middle Keys 480 50,2 2 Boot Key 10 Marathon 4L 2 1442 23228 11 Middle Keys 50,2 508 1 Marathon 10 Marathon Shores 5L 2 1442 23845 I 12 Middle Keys 50,8 54,0 3 Marathon Shores 10 Key Colon'al Beach 4LO 2 I .,442 23845 I J1 Middle Keys 54,0 545 1 Key Colonial Beach 10 Deer Key 4LO 2 887 23926 J2 Middle Kevs 54.5 580 3 Deer Key to Grassy Key 2L 1 887 23926 K Upper Keys 580 74,0 16 Grassy Key to Matecumbe Harbor 2L 1 1292 26877 L Upaer Keys 740 80,0 6 Malecumbe Harbor to T eatable Key 2L 1 1718 28796 Ml Upper Keys 80,0 835 3 T eatable Key to Islamorada 3L 1 1923 30383 M2 Upper Keys 835 85.6 3 Islamorada 10 Windley Key 2L 1 1923 29000 N Upper Keys 85.6 90.0 5 Windley Key 10 Plantalion Key 2L 1 1189 33811 0 Upper Keys 90.0 100,0 10 T avemier Key 10 Newport Key 4LO 2 3247 36793 P Upper Keys 100.0 105,0 5 Newport Key to Sexlon Cove 4LO 2 4007 45420 Q Upper Keys 105.0 106.3 1 Sexton Cove 10 Rattlesnake Key 4LO 2 4007 43801 Rl Upper Keys 106.3 1265 20 Rattlesnake Key to Card Sound Rd 2U4L 1 2196 41990 R2 Soulh Dade 1265 HEFT 1 Card Sound Rd 10 HEFT 4LO 2 2372 43022 106.3 Int ::R SD51 CR 8 S Upper Kevs Qn<; A Lake Surprise to Crocodile lake 2L 1 2196 2196 Int CR 905 I CK T Upper Keys Ocean Reef an<; ^ 3 Tanglefish Key to Crocod,le Lake 2L 1 176 176 "" V" 'v~ I vK U Upper Keys 905 A US 1 16 Crocodile Lake to South Miami.Dade 2L 1 2021 2877 LEGEND: 2l = 2U4L = 3L = 4L = 4lD = 5L = T wo.lane facility Two lanes with short four. lane seclions for passing purposes Three.lane facility (center lane is a two.way left.tum lane) Four.lane undivided facility Four-lane divided facility F,ve.lane fac,lity (cenler lane ,s a two. way len.lurn lanel Time Declining Traffic (%) 000:00 100.0% 100:00 86.0% 200:00 72.0% 300:00 58.0% 400:00 44.0% 500:00 30.0% 6:00:00 16.0% 700:00 2.0% 800:00 0,0% 9:00:00 0.0% 10:00:00 0.0% 11 :00:00 0.0% 1200:00 0.0% 13:00:00 0.0% 14:00:00 0.0% 15:00:00 0,0% 16:00:00 0% 17:00:00 0% 18:00:00 0% 19:00:00 0% 20:00:00 0% 21 :00:00 0% 22:00:00 0% 23:00:00 0% 24:00:00 0% 25:00:00 0% 26:00:00 0% 27:00:00 0% 28:00:00 0% 29:00:00 0% 30:00:00 0% % of Declining Background Traffic 1 2 3 Early Normal Late 100.0% 100,0% 100.0% 860% 91,0% 93.5% 720% 82.0% 870% 580% 73.0% 805% 44.0% 64.0% 74.0% 30.0% 550% 67.5% 16.0% 46,0% 61.0% 2.0% 37.0% 54.5% 28.0% 48,0% 19.0% 41.5% 10.0% 35.0% 1.0% 28.5% 22.0% 15.5% 9.0% 2.5% Entef~R~s"p'ol1s'e'Curvl?N U rT{ber :::,l>,.k'.I?~'::':;d~F1i~:~~; 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En[iy tntry Exit Upstream lotal Process I U nserved Time MN Traffic Entering Evac Internal Internal Vehicles Vehicles Capacity Vehicles 00000 02 9 0% 0 0 0 0 9 45 0 00200 02 9 0% 0 0 0 0 9 45 0 004:00 02 9 .. 0% 0 ') 0 0 9 45 0 006:00 02 9 0% 0 0 0 0 9 45 0 008:00 02 9 0% 0 0 0 0 9 45 0 0:10:00 02 9 0% 0 0 0 0 9 45 0 0:12:00 02 9 0% 0 0 0 0 9 45 0 014:00 02 9 0% 0 0 0 0 9 45 0 0:16:00 02 9 0% 0 0 0 0 9 45 0 0:18:00 02 9 0% 0 0 0 0 9 45 0 0:20:00 02 9 0% 0 0 0 0 9 45 0 0:22:00 02 9 0% 0 0 0 0 9 45 0 0:24:00 02 9 0% 0 0 0 1 10 45 0 0:2600 02 9 0% 0 0 0 1 10 45 0 0:28:00 02 9 .:~ 0 0 0 1 10 45 0 030:00 02 9 Ufo 0 0 0 1 10 45 0 0:32:00 02 9 0% 0 0 0 1 10 45 0 0:34:00 02 9 0% 0 0 0 2 10 45 0 0:36:00 02 9 0% 0 0 0 2 10 45 0 0:38:00 02 9 0% 0 0 0 2 10 45 0 0:40:00 02 9 0% 0 0 0 2 10 45 0 0:42:00 02 9 0% 0 0 0 2 10 45 0 0:44:00 02 9 0% 0 0 0 2 10 45 0 0:46:00 02 9 0% 0 0 0 2 10 45 0 0:48:00 02 9 0% 0 0 0 2 10 45 0 0:50:00 02 9 I 0% 0 0 0 7 16 45 0 0:52:00 02 9 0% 0 0 0 7 16 45 0 0:54:00 02 9 0% 0 0 0 7 16 45 0 0:56:00 02 9 0% 0 0 0 7 16 45 0 0:58:00 02 9 0% 0 0 0 7 16 45 0 1:00:00 02 8 0% 0 0 0 7 15 45 0 1:02:00 02 8 0% 0 0 0 7 15 45 0 1:04:00 02 8 0% 0 0 0 26 34 45 0 1:06:00 02 8 0% 0 0 0 26 34 45 0 1:08:00 02 8 0% 0 0 0 27 35 45 0 1:10:00 02 8 0% 0 0 0 27 35 45 0 1:12:00 02 8 0% 0 0 0 27 35 45 0 1:14:00 02 8 0% 0 0 0 27 35 45 0 1:16:00 02 8 0% 0 0 0 27 35 45 0 1:18:00 02 8 0% 0 0 0 27 35 45 0 1:20:00 02 8 0% 0 0 0 27 35 45 0 1:2200 02 8 0% 0 0 0 27 35 45 0 1:24:00 02 8 0% 0 0 0 27 35 45 0 1:26:00 02 8 0% 0 0 0 27 35 45 0 1:28:00 02 8 0% 0 0 0 27 35 45 0 1:30:00 02 8 001. 0 0 0 27 35 45 0 ,0 1:32:00 02 8 0% 0 0 0 27 35 45 0 1:3400 02 8 0% 0 0 0 27 35 45 0 13600 02 8 00/ 0 0 0 27 35 45 0 '0 1 :3800 02 8 , 0% 0 0 0 27 35 45 0 1:40:00 02 8 i 0% 0 0 0 27 35 45 0 142:00 02 8 I 00/ 0 0 0 27 35 45 0 " 1:44 :00 02 8 0% 0 0 0 27 35 45 0 146:00 02 8 0% 0 0 0 27 35 45 0 14800 02 8 00/ 0 0 0 27 35 45 0 ,0 II 150:00 02 8 , 0% 0 0 0 27 35 45 0 152:00 02 8 i 001. 0 0 0 27 35 45 0 ,0 If 154:00 02 8 i 0% 0 0 0 27 35 45 0 If 15600 02 8 0% 0 0 0 27 35 45 0 F2. 35-36 I:lackground "lo tntry tntry tXlt I Upstream lotal Process I Unserved Time MN Traffic Entering Evac Internal Internal Vehicles Vehicles Capacity Vehicles 00000 02 6 0% 0 0 0 0 6 90 0 00200 02 6 0% 0 0 0 0 6 90 0 004:00 02 6 0% 0 0 0 0 6 90 0 00600 02 6 .~,:' ' 0% 0 0 0 0 6 90 0 00800 02 6 0% 0 0 0 0 6 90 0 010.00 02 6 0% 0 0 0 0 6 90 0 01200 02 6 0% 0 0 0 0 6 90 I 0 014,00 02 6 0% 0 0 0 0 6 90 0 01600 02 6 0% 0 0 0 0 6 90 0 018:00 02 6 0% 0 0 0 0 6 90 0 020:00 02 6 Oaf. 0 0 0 0 6 90 0 ,0 022:00 02 6 0% 0 0 0 0 6 90 0 02400 02 6 0% 0 0 0 0 6 90 0 02600 02 6 0% 0 0 0 1 7 90 0 0:28:00 02 6 0% 0 0 0 1 7 90 I 0 0:3000 02 6 0'" 0 0 0 1 7 90 ! 0 032:00 02 6 C'" 0 0 0 1 7 90 i 0 0:34:00 02 6 0% 0 0 0 1 7 90 i 0 03600 02 6 0% 0 0 0 2 7 90 i 0 0: 3800 02 6 0% 0 0 0 2 7 90 I 0 0:4000 02 6 0% 0 0 0 2 7 90 0 0:42:00 02 6 0% 0 0 0 2 7 90 I 0 0:4400 02 6 0% 0 0 0 2 7 90 j 0 0:4600 02 6 0% 0 0 0 2 7 90 i 0 0:48:00 02 6 0% 0 0 0 2 7 90 0 0:50:00 02 6 0% 0 0 0 2 7 90 0 o 52:00 02 6 0% 0 0 0 7 13 90 0 0:54:00 02 6 0% 0 0 0 7 13 90 0 0:56:00 02 6 0% 0 0 0 7 13 90 0 0:58:00 02 6 0% 0 0 0 7 13 90 0 1:00:00 02 5 0% 0 0 0 7 13 90 I 0 1:02:00 02 5 0% 0 0 0 7 13 90 0 1:04:00 02 5 0% 0 0 0 7 13 90 0 1:06:00 02 5 0% 0 0 0 26 32 90 0 1:08:00 02 5 0% 0 0 0 26 32 90 0 1:10:00 02 5 0% 0 0 0 27 32 90 0 1:12:00 02 5 0% 0 0 0 27 32 90 0 1:14:00 02 5 0% 0 0 0 27 32 90 0 1:16:00 02 5 0% 0 0 0 27 32 90 0 1:18:00 02 5 0% 0 0 0 27 32 90 0 1:2000 02 5 0% 0 0 0 27 32 90 0 1:22:00 02 5 0% 0 0 0 27 32 90 0 1:24:00 02 5 0% 0 0 0 27 32 90 0 126:00 02 5 0% 0 0 0 27 32 90 0 1:28001 02 5 001 0 0 0 27 32 90 0 " 13000 02 5 0% 0 0 0 27 32 90 0 132:00 02 5 0% 0 0 0 27 32 90 0 134:00 02 5 0% 0 0 0 27 32 90 0 136:00 02 5 0% 0 0 0 27 32 90 0 138:00 02 5 0% 0 0 0 27 32 90 0 1 :40:00 02 5 0% 0 0 0 27 32 90 0 1:42:00 02 5 0% 0 0 0 27 32 90 0 1:4400 02 5 0% 0 0 0 27 32 90 0 1 :4600 02 5 0% 0 0 0 27 32 90 0 1 :48:00 02 5 0% 0 0 0 27 32 90 0 150:00 02 5 Oaf. 0 0 0 27 32 90 0 ,0 1.52:00 02 5 0% 0 0 0 27 32 90 0 1:5400 02 5 0% 0 0 0 27 32 90 0 1:5600 02 5 Oaf. 0 0 0 27 32 90 0 ,0 15800 02 5 0% 0 0 0 27 32 90 0 Monroe County, Florida Link Anal sis Monroe County, Florida Link Analysis F3. 36-37 I ~aCkgrOUnd "t. tntry tntry tx,t Upstream , otal Process I unserved Time MN Traffic Entering Evac Internal Internal Vehicles Vehicles Capacity Vehicles 000:00 02 6 0% 0 0 0 0 6 45 0 002:00 02 6 0% 0 0 0 0 6 45 0 004:00 02 6 " 0% 0 0 0 0 6 45 0 00600 02 6 0% 0 0 0 0 6 45 0 008,00 02 6 0% 0 0 0 0 6 45 0 01000 02 6 0% 0 0 0 0 6 45 0 012:00 02 6 00' 0 0 0 0 6 45 0 ,0 0:14:00 02 6 0% 0 0 0 0 6 45 0 0:16:00 02 6 0% 0 0 0 0 6 45 0 0:18:00 02 6 00' 0 0 0 0 6 45 0 ,0 0:20:00 02 6 0% 0 0 0 0 5 45 0 0:22:00 02 6 I 0% 0 0 0 0 6 45 0 0:24:00 02 6 0% 0 0 0 0 6 45 0 0:2600 02 6 00(0 0 0 0 0 6 45 0 0:28:00 02 6 C 0 0 0 1 7 45 0 030:00 02 6 , 0% 0 0 0 1 7 45 I 0 , 032:00 02 6 0% 0 0 0 1 7 45 0 0:34:00 02 6 0% 0 0 0 1 7 45 0 0:36:00 02 6 0% 0 0 0 1 7 45 0 , 0:38:00 02 6 0% 0 0 0 2 7 45 0 0:40:00 02 6 0% 0 0 0 2 7 45 0 0:42:00 02 6 0% 0 0 0 2 7 45 0 0:44 :00 02 6 0% 0 0 0 2 7 45 0 0:46:00 02 6 0% 0 0 0 2 7 45 0 0:48:00 02 6 0% 0 0 0 2 7 45 0 0:50:00 02 6 0% 0 0 0 2 7 45 0 0:52:00 02 6 0% 0 0 0 2 7 45 0 0:54:00 02 6 0% 0 0 0 7 13 45 0 0:56:00 02 6 0% 0 0 0 7 13 45 0 0:58:00 02 6 0% 0 0 0 7 13 45 0 1:00:00 02 5 0% 0 0 0 7 13 45 0 1:02:00 02 5 0% 0 0 0 7 13 45 0 1:04:00 02 5 0% 0 0 0 7 13 45 0 1:06:00 02 5 0% 0 0 0 7 13 45 0 1:08:00 02 5 0% 0 0 0 26 32 45 0 1:10:00 02 5 0% 0 0 0 26 32 45 0 1:12:00 02 5 0% 0 0 0 27 32 45 0 1:14:00 02 5 0% 0 0 0 27 32 45 0 1:16:00 02 5 0% 0 0 0 27 32 45 0 1:18:00 02 5 0% 0 0 0 27 32 45 0 1:20:00 02 5 0% 0 0 0 27 32 45 I 0 1:22:00 02 5 0% 0 0 0 27 32 45 0 1:24:00 02 5 0% 0 0 0 27 32 45 0 1:26:00 02 5 0% 0 0 0 27 32 45 0 1:28:00 02 5 0% 0 0 0 27 32 45 0 130.00 02 5 0% 0 0 0 27 32 45 0 132:00 02 5 0% 0 0 0 27 32 45 0 134:00 02 5 0% 0 0 0 27 32 45 0 136:00 02 5 0% 0 0 0 27 32 45 0 138:00 02 5 0% 0 0 0 27 32 45 0 1 :40:00 02 5 0% 0 0 0 27 32 45 0 1 :42:00 02 5 0% 0 0 0 27 32 45 0 1 :4400 02 5 0% 0 0 0 27 32 45 0 146:00 02 5 0% 0 0 0 27 32 45 0 1'4800 02 5 0% 0 0 0 27 32 45 0 150:00 02 5 0% 0 0 0 27 32 45 0 1:52:00 02 5 0% 0 0 0 27 32 45 0 154:00 02 5 0% 0 0 0 27 32 45 0 15600 02 5 0% 0 0 0 27 32 45 0 - - -1-;1- -!-i_'I_u-i_:!_ -- - -- -- - -' - -- -i!:-I-II- -1000100;1:0000 010 olo~l:olc,llo 010 0 0 0 0 0 0 01010 0 01IjO!~o1 j :-" -- -- .. --. ~ z.. ~.~ wl'-'I"-'I<..->~., "..J........ 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Upstream latar P"rocess rU nservea Time MN Traffic Entering Evac Internal Internal Vehicles Vehicles Capacity Vehicles 00000 03 11 60% 8 0 1 0 19 45 0 00200 03 11 60% 8 0 1 0 19 45 0 00400 03 11 - 60% 8 0 1 0 19 45 0 006,00 03 11 60% 8 0 1 0 19 45 0 00800 03 11 60% 8 0 1 0 19 45 0 01000 03 11 60% 8 0 1 0 19 45 0 01200 03 11 60% 8 0 1 0 19 45 0 01400 03 11 60% 8 0 1 0 19 45 0 01600 03 11 60% 8 0 1 0 19 45 0 01800 03 11 60% 8 0 1 0 19 45 0 0.20:00 03 11 60% 8 0 1 0 19 45 0 02200 03 11 60% 8 0 1 0 19 45 0 024:00 03 11 60% 8 0 1 0 19 45 0 0:2600 03 11 60% 8 0 1 0 19 45 0 0: 28:00 03 11 6C':;~J 8 0 1 0 19 45 0 03000 03 11 GG~/o 8 0 1 0 19 45 0 03200 03 11 60% 8 0 1 0 19 45 0 034:00 03 11 60% 8 0 1 0 19 45 0 0:36:00 03 11 60% 8 0 1 0 19 45 0 0:38:00 03 11 60% 8 0 1 0 19 45 0 040:00 03 11 60% 8 0 1 0 19 45 0 04200 03 11 60% 8 0 1 0 19 45 0 0:44:00 03 11 60% 8 0 1 0 19 45 0 04600 03 11 60% 8 0 1 0 19 45 0 048:00 03 11 60% 8 0 1 0 19 45 0 0:50:00 03 11 60% 8 0 1 1 20 45 0 0:52:00 03 11 60% 8 0 1 1 20 45 0 0:54:00 03 11 60% 8 0 1 1 20 45 0 0:56:00 03 11 60% 8 0 1 1 20 45 0 0:58:00 03 11 60% 8 0 1 1 20 45 0 1:00:00 03 10 60% 8 0 0 2 20 45 0 1:02:00 03 10 60% 8 0 0 2 20 45 0 1:04:00 03 10 60% 8 0 0 2 20 45 0 1:06:00 03 10 60% 8 0 0 2 20 45 0 1:08:00 03 10 60% 8 0 0 2 20 45 0 1:10:00 03 10 60% 8 0 0 2 20 45 0 1:12:00 03 10 60% 8 0 0 2 20 45 0 1:14:00 03 10 60% 8 0 0 2 20 45 0 11600 03 10 60% 8 0 0 7 26 45 0 118:00 03 10 60% 8 0 0 7 26 45 0 1:20:00 03 10 60% 8 0 0 7 26 45 0 122:00 03 10 60% 8 0 0 7 26 45 0 124:00 03 10 60% 8 0 0 7 26 45 0 12600 03 10 60% 8 0 0 7 26 45 0 128:00 03 10 60% 8 0 0 7 26 45 0 130:00 03 10 60% 8 0 0 26 45 45 0 1:32:00 03 10 60% 8 0 0 26 45 45 0 13400 03 10 60% 8 0 0 27 45 45 0 136,00 03 10 60% 8 0 0 27 46 45 1 13800 03 10 60% 8 0 0 27 46 45 1 140:00 03 10 60% 8 0 0 27 47 45 2 14200 03 10 60% 8 0 0 27 47 45 2 14400 03 10 60% 8 0 0 27 47 45 2 14600 03 10 60% 8 0 0 27 48 45 3 14800 03 10 60% 8 0 0 27 48 45 3 150:00 03 10 60% 8 0 0 27 49 45 4 15200 03 10 60% 8 0 0 27 49 45 4 15400 03 10 60% 8 0 0 27 49 45 4 15600 03 10 60% 8 0 0 27 50 45 5 Monroe County, Florida Link Anal sis ~ -'" -- -- - ~ - -- -" -- - -- -- -" - -- - -- -11:000 0 C;I 000000 CI 0 0 Ol1lljO 0 CJ (:) 0 CI C) 0 0 0 C> C> 0 0 ~ ;;::;:;:;:;:--;::t;i;o>~~o~~~~o~o> ;:::o=O;,~~og~,?og~~~~o~o. o~~ ~:S~;Y:"'~o=o> ~oog'?~81~ o~~ 0 00 08ooo~~oooo6oooooa 00 8800008000000808800001 8888888888888080080 00000000000000008008 0000 iOOOOOO 0 0000 0000 0 000000000000 C) 0 0 0 C> C> 0 0 010 0 0 01= 0 0 0 0 0 0 0 0 0 C> 010 0 0 0 0 0 0 0 0 0 0 0 0 0 !: S S S S S ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~, ~ ~ ~I~ ~ ~ ~ w ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~llz -..; -..J -"'11~1~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~I~ ~ ~ _ ~ ~ ~ ~ ~ ~ 00 00 = = 00 00 = 00 0> 00 = 00 00 = = 00 0> =100 = = 00 = = = = = = = ",I~~ i I I ,n ~ 0001010000 Jo 0 0 0 010 0 0 0110 010 00000000000000001000000000'" 0 0 '" 0 0 '" 0 0 0 0 0 0 0 0 i ;t. ,0 " "I" .' 0' 0' ;t. 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'" ~ g .. - n-< ~~ ~ -< '5 ~a~ ~~g: ~ =1 't) 0 .. n !:!. ~ .:;:~ <;: ~. ~ !!. :( :: ~ Monroe County, Florida Link Analysis Ii """wood I 11, 50-51 I I I % I Fntry I ICn1ry , EXit I Upstream I alai fJracess Unservea Time MN T rattic Entering Evac Internal Internal Vehicles Vehicles Capacity Vehicles 00000 03 8 .,.10% 1 0 1 0 9 60 0 00200 03 8 " 10% 1 0 1 0 9 60 0 0,0400 03 8 10% 1 0 1 0 9 60 0 00600 03 8 10% 1 0 1 8 16 60 0 008:00 03 8 10% 1 0 1 8 16 60 0 010:00 03 8 10% 1 0 1 8 16 60 0 0:12:00 03 8 10% 1 0 1 8 16 60 0 0:14:00 03 8 10% 1 0 1 8 16 60 0 o 16:00 03 8 10% 1 0 1 8 16 60 0 018:00 03 8 10% 1 0 1 8 16 60 0 02000 03 8 10% 1 0 1 8 16 60 0 0:22:00 03 8 10% 1 0 1 8 16 60 0 024:00 03 8 10% 1 0 1 8 16 60 0 0:26:00 03 8 10% 1 0 1 8 16 60 0 0:28:00 03 8 10% 1 0 1 8 16 60 0 0:30:00 03 8 10% 1 0 1 8 16 60 0 032:00 03 8 10% 1 0 1 8 16 60 0 0:34:00 03 8 10% 1 0 1 8 16 60 0 0:36:00 03 8 10% 1 0 1 8 16 60 0 038:00 03 8 10% 1 0 1 8 16 60 0 0:40:00 03 8 10% 1 0 1 8 16 60 0 0:42:00 03 8 10% 1 0 1 8 16 60 0 0:44:00 03 8 10% 1 0 1 8 16 60 0 0:46:00 03 8 10% 1 0 1 8 16 60 0 0:48:00 03 8 10% 1 0 1 8 16 60 0 0:50:00 03 8 10% 1 0 1 8 16 60 0 0:52:00 03 8 10% 1 0 1 8 16 60 0 0:54:00 03 8 10% 1 0 1 8 16 60 0 0:56:00 03 8 10% 1 0 1 9 18 60 0 0:58:00 03 8 10% 1 0 1 9 18 60 0 1:00:00 03 7 10% 1 0 0 9 17 60 0 1:02:00 03 7 10% 1 0 0 9 17 60 0 1:04:00 03 7 10% 1 0 0 9 17 60 0 106:00 03 7 10% 1 0 0 10 18 60 0 108:00 03 7 10% 1 0 0 10 18 60 0 110:00 03 7 10% 1 0 0 10 18 60 0 1:12:00 03 7 10% 1 0 0 10 18 60 0 1:1400 03 7 10% 1 0 0 10 18 60 0 1:1600 03 7 10% 1 0 0 10 18 60 0 1,18:00 03 7 10% 1 0 0 10 18 60 0 120:00 03 7 10% 1 0 0 10 18 60 0 122:00 03 7 10% 1 0 0 16 24 60 0 12400 03 7 10% 1 0 0 16 24 60 0 12600 03 7 10% 1 0 0 16 24 60 0 128:00 03 7 10% 1 0 0 16 24 60 0 13000 03 7 10% 1 0 0 16 24 60 0 13200 03 7 10% 1 0 0 16 24 60 0 ~- ~~--~-~--~~-----------~ooooooooooo ~~~~~~9~~~~~~~~~9oomA~o~g2~g~~~~~~~t~~~ 88888888888888888888888888888888888888 ooooooooooooooooooo~ ~~~~~~~~~~m~~o~~~~8~ 8888888888888888888 I 00013: L-l w ~ z I ! 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J1. 54.55 I I % I Entry I Fnfry I ~XII 'Ups'ream' Total Process I Unserved Time MN Traffic Entering Evac Intern at Internal Vehicles Vehicles Capacity Vehicles 00000 03 5 :;-10% 1 0 0 0 6 60 0 002:00 03 5 10% 1 0 0 0 6 60 0 00400 03 5 10% 1 0 0 0 6 60 0 006:00 03 5 10% 1 0 0 0 6 60 0 00800 03 5 10% 1 0 0 1 7 60 0 010:00 03 5 10% 1 0 0 1 7 60 0 012:00 03 5 10% 1 0 0 1 7 60 0 014:00 03 5 10% 1 0 0 8 15 60 0 016:00 03 5 10% 1 0 0 8 15 60 0 018:00 03 5 10% 1 0 0 8 15 60 0 020:00 03 5 10% 1 0 0 8 15 60 0 02200 03 5 10% 1 0 0 8 15 60 0 024:00 03 5 10% 1 0 0 8 15 60 0 0:26:00 03 5 10% 1 0 0 8 15 60 0 0:28:00 03 5 10% 1 0 0 8 15 60 0 0:30:00 03 5 10% 1 0 0 8 15 60 0 0:32:00 03 5 10% 1 0 0 8 15 60 0 0:34:00 03 5 10% 1 0 0 8 15 60 0 0:36:00 03 5 10% 1 0 0 8 15 60 0 0:38:00 03 5 10% 1 0 0 8 15 60 0 0:40:00 03 5 10% 1 0 0 8 15 60 0 0:42:00 03 5 10% 1 0 0 8 15 60 0 0:44:00 03 5 10% 1 0 0 8 15 60 0 0:46:00 03 5 10% 1 0 0 8 15 60 0 0:48:00 03 5 10% 1 0 0 8 15 60 0 0:50:00 03 5 10% 1 0 0 8 15 60 0 0:52:00 03 5 10% 1 0 0 8 15 60 0 0:54:00 03 5 10% 1 0 0 8 15 60 0 0:56:00 03 5 10% 1 0 0 8 15 60 0 0:58:00 03 5 10% 1 0 0 8 15 60 0 1:00:00 03 4 10% 1 0 0 8 14 60 0 1:02:00 03 4 10% 1 0 0 8 14 60 0 104:00 03 4 10% 1 0 0 10 15 60 0 1:06:00 03 4 10% 1 0 0 10 15 60 0 108:00 03 4 10% 1 0 0 10 16 60 0 110:00 03 4 10% 1 0 0 10 16 60 0 1'12:00 03 4 10% 1 0 0 10 16 60 0 1.1400 03 4 10% 1 0 0 11 17 60 0 116:00 03 4 10% 1 0 0 11 17 60 0 1:18:00 03 4 10% 1 0 0 11 17 60 0 12000 03 4 10% 1 0 0 11 17 60 0 12200 03 4 10% 1 0 0 11 17 60 0 1:2400 03 4 10% 1 0 0 11 17 60 0 12600 03 4 10% 1 0 0 11 17 60 0 12800 03 4 10% 1 0 0 11 17 60 0 13000 03 4 10% 1 0 0 17 23 60 0 13200 03 4 10% 1 0 0 17 23 60 0 II Monroe County, Florida link Analysis ] - c" c" - - - -1'- -lifIJ- -1_ -,-,- - - - - - - - - - - - - - 000000000000 a a a a a a OtO a a o~l:olol!o o~llo 01101:U1i ''',1:0. 4-o-...........l>o l.....> l.....> l.....>1l.....>....... 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A. <.n <.n ~~ "" 0 .. n ~. ~ .:;; .. <~ ~ : ~~ 000000000000000000000000000000000000000000000 m rr ~$ ~rr ~ ~ ~-< :z ~u ~~ ~II m, <~ ~~ n '" ;0 .. .. 3 ~- :::g [~ ~~ "" 0 .. n D. ~ .:;;.. <~ ~.. -- .. !2 =2 ~ g 3: o r~ 5" g "'"0 )>0 ::J c: l>l :> f<9 VI "T1 (iiO ~ c: .. g ~~ 36 n ~ .. mrr ~~ ~ -'- -- -- -0. -" -- ....... -" --" --" -- --" ...... --" __ 0000000 ole ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~!~ S;S;ggg ODD en en en ggg S;gg DO cn a, 81[!l1 8."::~ ro--~g 00310 n g r== gS; ODD en en en ggS;ggggggs: ~~s:~ S;g s: gig s: i i 00000000000000000000 o~~~~~~~~~~oom~~o~~~2 8888888888888888888 '-" '-" L"'l (Jl (J; U'1 .......--"--".......u..~r:;.v..~c;,;;. '-" '-" a; a; 0; roooco co 00 0;0; 00100 0000000;00 ~ ~I..;::,.. .l:>. .l:>. .4 .4 .4 A C>OC)OOOOOQ ~ ~ ~I~ ~ ~I~ ~ ~ OO( I 00 A.4.A...b..A..4..t>-AJ;;.. ~~~~~~~~S .l:>.IA A ~j~ ~ , ~~~~~~~~~~~~~~~~~~~~~ ~~~~#*~~~~*~~~~~~~~*~. 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'" !2< :J: '" 3: o C~ :::l g :><'(") }>o :::l r:: Dl :::> ~~ VI -n tn' ~ a: ... 00000000000000000000000/0/00000 0000000000000000 u;z;.~ ~~u,u,-o.......o;~~ u,U;O; 00000';00 0000 0;0;0;0;0;0; 0;0; ~ ooa;ooo;ooooooa;oocorooooooooooo~ " g DO 'ift.';ft. 010 0 -::R.~~ o 0 0 m C>oC>C>oooooC>ooooooooooooC>oooooC>oC>ooooooooo~ ~~""""""""""""""""""""""""~""~""""""~""~""""""~""""""""""""""""""~~""~~ 3" <0 "" o 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~~ ~~ 000000000000000000000000000000000000000000000 ~g ~~ ~~~C5~C5~U;tO~Y;c;m a; a; a; a; m c;, a; a; a; a; m1a; m m <:;; <:;; <:;; <:;; L..> <:;; ;5 ;5 ;5 ;5 ;5 ;5 ... ~ A ~ A 0 o 5" <D ;; ~ ' ~~~ 000000000000000000000000000000000000000000000 ~~~~~~~~~~~I~~~~~~~~~ <;:~~I:~~~ ~~~~~ ~ti=5~~~~~~~~~~ ~~ ~~ " '" .. .. "' 3 < .. ::- oo=:g [ ~ 88 01 0101 C)) 0000 Sg~g;~~gg en en 00 888 888 O1rncno->rn 00000 88 cnO'lcnrnm01cn 0000000 88888 en C)') m 0'1 0000 ~::;: "0 0 .. 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'" - .,' '-!~I- - -:,-"- -" : I ~I~I~ ~I~ - ~ ~I~I~I~ i ! ! , , aloHa ! a/a 0 0 0 0 0 0 0 0 0 0 000 00 0[0 I oio I w w wlw I 0/0 0 010 00 m m c;c;,o; o;o;w~ ~~~j~~;.j I go; ?oe ~131~i5i o 0' 0 ,0' ~ ~I~I~ ~ - I, I I I I o 0 0 OjOIO 010 000000/01000000001000000 00 00 OOA~~~~OOOOOOOOOO ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ mlo> ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 010 0000000000000000000000010000000000000000000000 j I : "' "' "'I" "' "' "' "' ~ "' " "' "' "' "' ~ " " " ~ " " "I~ " " ~ " " " " " " ~ " " " " " " " " " " " I I ooooo,~oooooooooooooooooo~li~~oooooooooooooooooooo~ ~~~ ~~~~~~~~~~~~~~~~~~~.o ~~~~~~~~~~~~~~~~~~~~~ I ~ i I 000000000000000000000001000001'" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~~ ~~ 000000000000000000000000000000000000000000000 01010 ,;;:I~I~ ~ ~ ~ ~ U; U; - ~ - ::: ::: ~ ::: ~ ::: ::: ::: ~ ::: 0 0000000000000000000000 ~~~~~~~~~~~~~~~~~~~~~~ 00000000000000000000 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ m m/m m m m m m m m m 0> m m m m m 0> m m m m ~I'''' m m m ~ 0> m m m m m m m m m m m m m m m 0000000000000000000000__000_0000000000000000 000000000000000000000000000000000000000000000 ~~ 33 ~ 5' 0 ~ :J ~;:;B <.;' ~~ " '" .... .. 3 < ~g :~ l.:'~ 0) "'2 g o !2. ~ .:<.. < 5 2:::; !2 =2 ~ ~ r=== <.;' ~~ " '" .... .. 3 < ~g [~ l.:'~ "" 0 .. " !2. : .:<.. ~ o Ca => Ct> XC') )>0 I=> c: D> ::0 fi ;f5 ::0-" _. .. !2 =2 ~ g :;:: ;?~ :>;0 o ~ ~ " ~ Ii ""'g,,"", I I Q.105.106 I I Entry I Entry I FXlt I Upstream ' To~al , Process Unserved Time MN TraffiC % Entering Evac Internal Internal Vehicles Vehicles Capacity Vehicles 00000 05 22 40% 7 0 0 0 29 50 0 00200 05 22 40% 7 0 0 0 29 50 0 00400 05 22 '. 40% 7 0 0 0 29 50 0 00500 05 22 40% 7 0 0 0 29 50 0 0:0800 05 22 40% 7 0 0 0 29 50 0 01000 05 22 40% 7 0 0 11 40 50 0 012:00 05 22 40% 7 0 0 11 40 50 0 01400 05 22 40% 7 0 0 11 40 50 0 0:1500 05 22 40% 7 0 0 11 40 50 0 0:1800 05 22 40% 7 0 0 11 40 60 0 02000 06 22 40% 7 0 0 11 40 50 0 022:00 06 22 40% 7 0 0 11 40 50 0 02400 06 22 4f',C 7 0 0 11 40 50 0 v 02600 06 22 40% 7 0 0 11 40 50 0 02800 06 22 40% 7 0 0 11 40 50 0 0:3000 06 22 40% 7 0 0 15 44 60 0 0:32:00 06 22 40% 7 0 0 15 44 60 0 0:3400 06 22 40% 7 0 0 15 44 60 0 0:36:00 06 22 40% 7 0 0 15 44 60 0 0:38:00 06 22 40% 7 0 0 15 44 60 0 0:40:00 06 22 40% 7 0 0 21 50 60 0 0:42:00 06 22 40% 7 0 0 21 50 60 0 0:44:00 06 22 40% 7 0 0 21 50 60 0 0:46:00 06 22 40% 7 0 0 21 50 60 0 0:48:00 06 22 40% 7 0 0 21 50 60 0 0:50:00 06 22 40% 7 0 0 21 50 60 0 0:52:00 06 22 40% 7 0 0 24 53 60 0 0:54:00 06 22 40% 7 0 0 24 53 60 0 0:56:00 06 22 40% 7 0 0 24 53 60 0 0:58:00 06 22 40% 7 0 0 24 53 60 0 1:00:00 06 19 40% 7 0 0 24 50 60 0 1 :02:00 06 19 40% 7 0 0 24 50 60 0 1:04:00 06 19 40% 7 0 0 27 52 60 0 1:06:00 06 19 40% 7 0 0 27 52 60 0 1 :08:00 06 19 40% 7 0 0 27 52 60 0 11 0:00 06 19 40% 7 0 0 27 52 60 0 1:1200 06 19 40% 7 0 0 27 52 60 0 1:14:00 06 19 40% 7 0 0 27 52 60 0 11600 06 19 40% 7 0 0 27 52 60 0 1:18:00 06 19 40% 7 0 0 27 52 60 0 120:00 06 19 40% 7 0 0 27 52 50 0 122:00 06 19 40% 7 0 0 27 52 60 0 12400 06 19 40% 7 0 0 27 52 60 0 12600 06 19 40% 7 0 0 27 52 50 0 12800 06 19 40% 7 0 0 27 52 60 0 13000 06 19 40% 7 0 0 27 52 50 0 132:00 06 19 40% 7 0 0 27 52 60 0 13400 06 19 40% 7 0 0 27 52 60 0 13600 06 19 40% 7 0 0 29 55 60 0 ~ Monroe County, Florida Link Analysis 1 - - ~ - - - - - ~ - - - - - ~ 00000000100 0 0 0 0 0 0 0 0 0 0 CO CO 0 0 0 0 0 0 0 o~_ II rv rv rv 1'0 rv ....... ....... 00 C) 0 0 {Jl V1 (Jl U'1 U'l -.b.. .b. ~I-'" .l.>. w w w W W N N r-v t'0 N 00 C) 0 0 3 rom~Nooom~Norom~Norom~Norom~Noam~NOOOm~NOoom~NOOOmANO. g 8 8 8 8 8 8 8 8 8 g 8 8 g 8 888888 g ~18 8rEI2 g;3 g g g 8 8 8 is 8 is 8 g g 8 8 8 g L 00 C> 0 0 C> 0 0 0 0 00000000000 0 DI~ 0 010 0 0 0 000000 C)/O 0 coo a 0 0 3:: 0, cr, m 0, 0 0> 0' 0' 0, 0' cr, 0, m m 0, 0, m 0, m cr, 0 0, if, i ~ 0: I 0, I m 0' mom 0, m 0, 0> A' 0> A, 0, I 0, 0' m m m m z I I : I I I : gn'lrIir-i '- ill I ::;<,~ I 5" a 0 Q 0 0 0 0 0 C', 6"" 0 ~ ~ ~ ~ ~""I'c:"ll' ~ ~ ~ C "" """ C "I" "I""""" ~ ~i I I I I 0 : Ii! 00 ~ I I ~ ~ ~ ~ ~ ~I!~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~r~ ~IJ:I~ ~ ~ ~ ~ ~ ~ ~ ~ <f' ~ ~ ~ ~ ~ ~ ~ ~ * ~ i i ii, ~. 0000100100100000000000000 ola 0 0[0 0 010 0 0 0 0 0 0 0 0 0 000000 i ~ 000+ + 0 0 0 + 00000000001010'1"'+ 0 0 0 000000 oio 0 0 0 0000 I ~ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I ~~~~~:r,;:~~J;:~ W W W W W W W W N N N NjNIN .:::.......---"->.-"--'"-""'-COo:>comcoc..o i ~~~~~O; ro co rocnCOCOCD ->.......00 oo-....-..,J"l-J-.....JO a "')::2 3~~ ., C> - m <~~ ~~-J !l '" .. ., .. 3 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ww~~~~ ~- o. ~ =~ V'I Ul U1 t..""l Ul <..n U'l U'l 01 Ul <..n Ul 01 U'I U'l U'l Ul Ul 01 U1 U1 U'l c.""1/c.n (Jl Ul Ul U'l Ul c.n U1 tTI c..n U1 c.n (,.n Ul <..n U1 U1 {Jl <..n U1 U'l (jJ 000000000000000000000000000000000000000000000 0000 00 000 000000;:::; f'0Nf'Vl'0rvrv 000000000000000000000 I J_ _ _ ~ _ N1'01N N N N N"VI'VNNl'0rvrvrvNrvrvNNNN (')." ., ~ "0 0 ., n !!. ~ q.. <; ~.. ~~ :; ~ c ;;: - 00 ~ g"= ~~ ., <D 3(; o g ~ o r:; -. 0 ::;] .. ;><en ~o ::;] c: '" => 1<:< en ..,., iii' ~ a: .. 0000000000000000000000 I ~ ooooooooooooooooooooooooooooooooooooooooooooo~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~i 5' <D 000000000000000000000000000000000000000000000 ~~ ~~ 000000000000000000000000000000000000000000000 ~g- [~ Al 00000000000000000000000/0/0/00000000000000000000 I ~ ~ ~ ~ ~ J;: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ti5 ~ tiS ti5 ~II~ "'J N r-v N ....... ~ ex; ~ 0; 0; 0; 0; 0; 0; -...J -...J -...J -...J '100 I "'J N 1"01"-.) 0:> 0:> b- f" f" b- b-I b- b- b- ~ ~ b- ~ b- b- ~ ~ ~ b- b- b- b- b- ~ I W w w w W W <.-' '" '" '" '" '" Wo ~ ~ "'~ ",_ "'....... .~ .,.., .., .., b-__b-~~~~b-~b-~---WWDOOOOOI~~~b.~OO~~~~~ u,~ ~~,_,_ g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g;1g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; g; "_a r;-~7'" ~;:.~ <~ 2:~ n '" ;0" .. 3 ~- ~g ~!! ~4 "0 0 ., n !2. ~ q.. f~ 000000000000000000000000000000000000000000000 ; ~ = II Monroe County, Florida Link Analysis ] II .ookg"""' I ] R2.126-HEFT ] I I Entry I entry I EXit I Ups1ream' To'al , Process Unserved Time MN Traffic % Entering Evac Internal Internal Vehicles Vehicles Capacity Vehicles 00000 05 13 0% 0 0 0 0 13 60 0 00200 06 13 ' 0% 0 0 0 0 13 60 0 00400 06 13 001. 0 0 0 0 13 60 0 ,0 00600 06 13 0% 0 0 0 0 13 60 0 008:00 05 13 00/ 0 0 0 0 13 60 0 /0 010:00 06 13 001 0 0 0 0 13 60 0 /0 01200 06 13 0% 0 0 0 0 13 60 0 01400 06 13 001. 0 0 0 0 13 60 0 ,0 01600 06 13 0% 0 0 0 0 13 50 0 01800 06 13 00/ 0 0 0 0 13 60 0 /0 02000 06 13 0% 0 0 0 0 13 60 0 02200 05 13 O~/C 0 0 0 0 13 60 0 02400 05 13 0% 0 0 0 0 13 60 0 0:2500 06 13 001 0 0 0 0 13 50 0 10 02800 05 13 00/ 0 0 0 0 13 60 0 .0 03000 06 13 0% 0 0 0 0 13 60 0 03200 06 13 001. 0 0 0 0 13 60 0 /0 034:00 06 13 0% 0 0 0 2 15 60 0 036:00 06 13 0% 0 0 0 2 15 60 0 0:38:00 06 13 0% 0 0 0 2 15 60 0 040:00 06 13 0% 0 0 0 2 15 50 0 0:42:00 05 13 0% 0 0 0 9 22 50 0 0:44:00 06 13 0% 0 0 0 9 22 60 0 0:46:00 06 13 0% 0 0 0 9 22 60 0 048:00 05 13 0% 0 0 0 9 22 60 0 050:00 06 13 0% 0 0 0 9 22 60 0 0:52:00 06 13 001. 0 0 0 19 32 60 0 /0 0:54:00 06 13 00/ 0 0 0 19 32 60 0 /0 05500 06 13 001. 0 0 0 19 32 50 0 /0 0:58:00 06 13 0% 0 0 0 19 32 60 0 100:00 06 11 0% 0 0 0 19 31 60 0 1:02:00 06 11 0% 0 0 0 19 31 60 0 104:00 06 11 0% 0 0 0 19 31 60 0 1:05:00 06 11 0% 0 0 0 19 31 60 0 108:00 06 11 001 0 0 0 19 31 60 0 /0 11000 06 11 0% 0 0 0 19 31 60 0 1:12:00 06 11 0% 0 0 0 23 35 60 0 11400 06 11 0% 0 0 0 23 35 60 0 11500 06 11 0% 0 0 0 23 35 60 0 11800 06 11 0% 0 0 0 23 35 60 0 12000 06 11 0% 0 0 0 23 35 60 0 12200 05 11 00/ 0 0 0 29 41 60 0 /0 124:00 06 11 0% 0 0 0 29 41 60 0 12500 05 11 0% 0 0 0 29 41 60 0 12800 06 11 001 0 0 0 29 41 60 0 /0 130:00 06 11 0% 0 0 0 29 41 60 0 13200 06 11 00/ 0 0 0 29 41 60 0 10 ~----~-_._------oooooooooooooooooooo ~~~~~~~~~~~~~8~~~~~~~~~~~~~~~~~~~~~ 88888888888888888888888888888888888 I S; S; S; g a::18 a:: g g a:; a:; a:; S; s; s; a:; a:; a:: s; S; S; 88 g S; S; i , CQOOO~OOQOOOOQQ""NO"C i ' ~I:=;; ~1:':€!I~I'~ ;;; ~ ~ ~ ~oo 0' ! 0' C leo' 0" ~"_ _ ~__ ~ ~ ~ ~ * ~ * I , oHolo 0 000000000000 0000 a/a 0 0 a/a 0 0 0 0 0 0 C '='00 ,,,t,,l,,, - - - 00100000 0' 0" 16e ;p of'. ;,." of'. 0[00000 , 01010 000000000000000000000000 a/a 0 0 0 100 ":!2~ o 0 010100 000 ~s;~ 88 an r== :;' ~ I , - - Cl.1 to ".JNNNN 30 n ~ mr:! ~~ ~g- ~~C/) - I~ ~~h " '" Ul ~ ~ ~~ ~~ ;- ~ '" 3 < --" r:0 ~;::; ~ g: N ~!!. 000000000000000000000000000000000000000000000 o~ N '" ~;::;N~ NNNNNNNl'J1'0N1'0 -----"--N~r:::; A~A~A~~~~AAAA~~AAAAA~A~A~A~AAAAAAAAAAAAAAAAAA ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~ " 0 ~ " Q. : .:<'" ~~ ::r'" ~~ g: ~ 3:: o Ca :::I co """0 :l;>o :::I c: CJ ::I <:-:< '" -n Cij'~ a: ., 000000000000000000000000000000000000000000000 000 OOOOOOOOOOOON~;::;N~r:::;N---"-" -'Nr0r:::;;:::;~N ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ---;:T~ go -" ~g N 3 (3 o g ;::::;;::::; ~;::;;::::; I ~ S;C6c.;9~~c.;~ _.." <;,'I;;-:;:~ti'~~g.:::d' :J. " '" 00000 0000000 C> 0 <:> 0 00000 a 0 0 0 0 0 0'0 0 00000 C> 0 0 0 0 0 0 C> 0 C> i I mrr ~~ 000000000000000000000000000000000000000000000 0000000000000000000000 0 0 a/a 0 0 0 0 0000000 0000000000000000000000 a/a 0~----~~~~~------------ I , ~I~ 001000000001000 0000 0000000 00 oar::; NNNN~N o 010 0 0 0 0 0 010 0 0 0 0 0 0 ~~ ~~ ~ o arrUl 3~n ~ ~ <~ ~~ !2.. .. ~ '" 3 < ~ - ~E "" "" "" u, <..n <..n NN"0"'-)"-.)N"'-.:lNNNNN AA~AAA~AAAA~AA~~A~A ~~~<..n<..n~~~~~~~~~~~~~~ AAAAAAAAAA U1~LTI<..n(.J'l~U'I~LnU1 000 o 0 a/a i 0000000000000000000000000000000000 oooo[Ul "" ~ en ~ A AAAAAAA '-""U'lJ,t.n~Ln~~('Jl ~~ " 0 .. ,., " to -. 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Monroe County, Florida Dwellinq Unit Data KD/S EVAC % 2,005 -- --- --- --- Tn -- ---- - -- T n_ --- ---_ DU (1) : MHDU : TDU Key West MN01 100 14,743 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 " 1,723 94 268 4A MN02 100 2,989 392 601 48 MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col 8ch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 810 186 138 10 MN03 100 :71 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 128 MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) EDIA = PAEDIArea EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAEDIArea Page1 Model4.05,xls DwellingUnitData II Monroe County, Florida MN Summaries I , Milemarker 2,005 EVAC From To OU (1) MHDU TDU Description MN01 0 13 18,359 1,323 5,611 Key West 10 Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1,759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 2,704 199 1,457 Long Key Viaduct 10 Whale Harbor Channel MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1,358 2,509 Along U.S, 1 MN07 106 ICWW 1,777 3 185 Alona CR 905 / 905 A (Card Sound Road) ITOT AL I 54,241 i 4,9871 14,46011 (1) Reflects total dwelling units (including mobll homes and excluding tOUrists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Un,ts TOU = % of Season I Dwelling Un,ts MHDU = % of Mobile Home Dwelling Units Page2ModeI4'{)5.xls II DwellingUnitDalil Monroe County, Florida Input Parameters per Group 2005 ~Number Lower Keys I Middle Keys I Upper Keys Parameter . 1 I 2 I 3 I 4 I 5 I 6 I 7 Number of People per M,H, Unit ' 244 231 225 , , I , , 197 , 2.27 I 227 , 2.11 I I I I Number of People per Permt Unit 244 231 2.25 , 1.97 , 227 I 2.27 I 211 , , I , , , , Number of People per Tourist Unit 290 376 2.75 , 2.53 i 300 : 300 300 , I ! Number of Vehicles per Unit 135 176 139 , 1.65 I 1.76 I , I , 1.61 1.58 I , I Number of Vehicles per Tourist Unit 1,04 1.04 1,05 , 110 i 1.10 1.10 1.10 I : % Participation of M.H. Units 90,00 9000 90.00 , 9000 90.00 90,00 90.00 , % Participation of Other Units 45.00 4500 68.00 , 75.00 75.00 75.00 75.00 I I % Occupancy of DwellingUnits 86.00 7100 69.00 i 5700 66.00 65.00 4200 I I : I % Participation by Tourists Units at Risk 100.00 , 100.00 10000 , 10000 1 00 00 100.00 , 100.00 I , I % Occupancy of Tourist Units 12.00 , 6400 64,00 70,00 70.00 70.00 I 7000 , I , , % Distribution Public Shelters (Residents) 000 i 0.00 000 0.00 0.00 0.00 ; 0.00 I I (Perm. Residents) Friend/Relative 5,00 I 5.00 5.00 0.00 0.00 0.00 I 0,00 I I I I Hotel/Motel 000 i 000 0.00 000 0.00 0.00 0.00 : ; Out of County 95.00 95.00 95.00 100.00 100.00 100.00 100.00 % Distribution Public Shelters (Tourists) 0.00 0.00 0.00 0.00 0.00 0.00 000 (Tourists) Friend/Relative 0.00 0.00 0.00 0.00 ; 0.00 0.00 0.00 I Hotel/Motel 0.00 0.00 . 0.00 0.00 I 0.00 I , 0.00 0.00 I I Out of County 100.00 100.00 , 100.00 100.00 I 100.00 100.00 100,00 I I , I Vehicle Usage % 69.00 i 69.00 i 70.00 71.00 i 71.00 71.00 I 71.00 , I I I Tourist Vehicle Usage % 100.00 , 100.00 , 100.00 , 100.00 I 100.00 I 100.00 I 100.00 I I , I I I I I , I I I Hurricane Category (1-2) enter 1 (3-5) enter 2 Monroe County, Florida Roadway Network ] Link Name Milemarkers From I To LocationlDescription Evacuation Year 2,000 Pavement Outbound Flow Total Flow Outbound Configuration Width (FT) Rate! Lane Rate Lanes Area A1 :LowerKeys: 2.0 : 4,0 tKey West to Stock Island : A2 : Lower Keys: 40 : 90 iStock Island to Big Coppitt Key : B !LowerKeys: 9.0 : 170 :BigCoppittKeytoSugarloafKey : C : Lower Keys: 170 : 22 0 : SugarloafKey to Cudioe Key : : : : :Guojoe t\ey 10 :oummenana t\cy : 01 : Lower Keys: 22.0 ! 240 :Cove Airpon i : : : : :oummenano t\ey Gove f\lrpOn 10 : 02 !Lower Keys: 24.0 : 25.0 iSummerland Key : 03 : Lower Keys: 25.0 : 30,0 :Summerland Key to Big Pine Key : : : : : b,g ~ me t\ey 10 vvesl :oummenano : E :Lower Keys i 30.0 i 34.0 !Keys : : : : : vves] :oummenano t\eys 10 :opanlsn : F1 :Lower Keys! 34.0 : 35,2 : Harbor Keys ! ! i ! : Spanish Harbor Keys to Bahia i F2 : Lower Keys! 35.2 : 36.5 :Honda Bridge , : : : : banla Honoa bf,ngc To banla Honoa : F3 : Lower Keys: 36.5 i 375 :Key : G :Middle Keys i 37.5 : 470 iBahla Honda Key to Hog Key , H1 tMiddle Keys: 47.0 t 48.0 :Hog Key to Boot Key H2 iMiddle Keys: 48.0 : 50.2 :Bool Key to Marathon 11 :Middle Keys! 50.2 : 50.8 tMarathon to Marathon Shores : 1 i JIVlarallTon "nares 10 t\ey GOIOnlal 12 iMiddle Keys 1 50.8 : 54.0 :Beach J1 iMiddte Keys! 54.0 i 54.5 :Key Colonial Beach 10 Deer Key J2 :Middle Keys: 54.5 : 58.0 :Deer Key to Grassy Key K :Upper Keys: 58.0 : 74.0 :Grassy Key to Matecumbe Harbor : L iUpper Keys i 74.0 i 80.0 iMalecumbe Harbor to Teatable Key: M1 :Upper Keys I 80.0 i 83.5 lTeatable Key to Islamorada : M2 !Upper Keys i 83.5 ! 85.6 i1slamorada to Windley Key : N tUpper Keys: 85.6 : 90.0 :Windley Key to Plantation Key 1 o iUpper Keys i 90.0 : 100.0 : Tavernier Key to Newport Key ! P :Upper Keys: 100.0 ! 105.0 : Newpon Key to Sexton Cove ! Q :UpperKeys: 105.0 i 106.3 1 Sexton Cove to Rattlesnake Key : R1 iUpper Keys i 106.3 i 126.5 iRattlesnake Key to Card Sound Rd : R2 tSouth Dade: 126.5 : HEFT ICard Sound Rd to HEFT : : : 1m Gt\ CJVJ I : S i Upper Keys! 106.3 1 CR 905 A : Lake Surprise to Crocodile Lake : 1 tint CK ~u~ I : T i Upper Keys i Ocean Reel! CR 905 A iT anglefish Key to Crocodile Lake ~ : :HH l,.I"' vUJ : I U i Upper Keys : CR 905 A i US 1 !crocodile Lake to South Miami-Dade, LEGEND: 2L = Two-lane facility 2U4L = Two lanes with short four-tane sections for passing purposes 3L = Three-lane facility (center lane is a two-way left-turn lane) 4L = Four-lane undivided facility 4LD = Four-lane divided facility 5L = Five-lane facility (center lane is a two-way left-turn lane) : 4LO 2L 2L 2L 4L 5L 4LO 4LO 2L 2L 2L 3L 2L 2L 4LO 4LO 4LO 2U4L 4LD 2L 4L 4LO 2L 2L 2L 3L 2L 2L 2L 2L 2L : : : ,- : 2 2 1 1 , , , , : 44'-53' : 34' 34' 44' 44' 33'.44' 33' 2 1 1 1 2 2 2 2 1 1 1 1 1 1 2 2 2 1 2 1 25' width , unknown i 33' 25' 25' 25'-49' : 64' I,' 58'.64' 58' 32'-58' 32' 48' 48' 48' 33'-48' 44'-56' , 44'-52' 44'-52' 24'-25' : 32' 60' , , 24'-25' ! 900 900 1,350 1,350 1,350 1,350 1,350 1,050 1,350 1,350 1,350 1,500 1,350 900 900 900 900 1,350 1,350 1,350 1,350 1,350 1,350 900 900 900 1,500 900 600 1,350 1,350 1,800 1,800 1,350 1,350 1,350 1,350 1,350 1,050 1,350 2,700 1,350 1,500 1,350 1,800 1,800 1,800 1,800 1,350 1,350 1,350 1,350 1,350 1,350 1,800 1,800 1,800 1,500 1,800 600 1,350 1,350 Monroe County, Ftorida (Year 2005) Summary Table (Existing Roadway Network w/o Card Sound Road) Normal Response Curve Hurricane Category 1-2 Milemarkers Year 2,000 Evacuation Evacuation Bottleneck Hours witt Area ------------- ------------ LocationlDescription From To Configuration Outbound Lanes Time Delay Backup Link A1 lower Keys 2,0 40 Key;'iles: 10 Sloek Island 4L 2 12'0000 000 A2 Lower Keys 40 90 Siock Island 10 81g COPpll1 Key 4LO 2 121000 00000 000 B ,ower Keys 90 170 8'9 Copp,lll<ey 10 Sugarloaf Key 2L 1 122600 00000 4.90 C Lower Keys 170 220 Sugarloall<ey 10 Cudloe Key 2L 1 1236:00 00000 4,90 Cudloe I<ey 10 Summerland Key 01 Lower Keys 220 240 Ceve !'.Jrpon 2L 1 124000 00000 6.23 Summer1and Key Cove Airport 10 02 Lower Keys 240 250 Summerland Key 3L 1 124200 0:0000 0,00 03 Lower Keys 25,0 30,0 Summeriand Key 10 Big P,ne Ke 2L 1 125200 00000 640 tJI9 ",c,e Key '0 vvesl E Lower Keys 30,0 340 Summerland Keys 2L 1 1626:00 32600 1533 West Summer'and Keys 10 F1 Lower Keys 34,0 352 Spanlsr, He" ~:eys 2L 1 16:28:00 0:0000 000 Spar"sr. HaiC/j( Keys 10 Bah,a F2 Lower Keys 35.2 365 Honoa Bridge 4LO 2 16:30:00 000,00 000 ban'a Honaa bflage to bah,a F3 Lower Keys 36.5 37.5 Honda Key 2L 1 16:32:00 0:00:00 0.00 G Middle Keys 37.5 470 Bahia Honda Key 10 Hog Key 2L 1 165200 0:0000 000 H1 M,ddle Keys 47.0 480 Hog I<ey 10 8o0t Key 2L 1 16:54:00 00000 10,03 H2 M,ddle Keys 48.0 50,2 Bool Key to Marathon 4L 2 1658:00 000:00 0.00 11 M,ddle Keys 50.2 50.8 Marathon 10 Marathon Shores 5L 2 1700:00 0:00:00 0.00 I'Vla all ,UII " IUle, 'u N'V"'U 12 Middle Keys 50.8 54,0 Be ach 4LD 2 17:06:00 0:00 :00 0.00 J1 Middle Keys 54.0 545 Key Colonial Beach to Deer Key 4LO 2 17:08:00 0:00:00 0.00 J2 Middle Keys 54,5 58.0 Deer Key 10 Grassy Key 2L 1 17:14:00 000:00 11.83 K Upper Keys 58.0 74.0 Grassy Key to Malecumbe Hartx 2L 1 17:54:00 0:08:00 1547 M atecumbe Harbor 10 I eatable L Upper Keys 74.0 80,0 Key 2L 1 18:56:00 0:50:00 16.37 M1 Upper Keys 80.0 835 T ealable Key to Islamorada 3L 1 1948:00 046:00 17.13 M2 Upper Keys 83.5 856 Islamorada to Windley Key 2L 1 19:54:00 0:00:00 0.00 N Upper Keys 85.6 90.0 Windley Key to Plantation Key 2L 1 21:20:00 1:16:00 1840 0 Upper Keys 90.0 100.0 Tavernier Key to Newport Key 4LO 2 21:40:00 0:00:00 0.00 p Upper Keys 100.0 1050 Newpon Key to Sexton Cove 4LD 2 21 :50:00 0:00:00 12.80 0 Upper Keys 105.0 106.3 Sexton Cove 10 Rattlesnake Key 4LO 2 21:52:00 0:0000 18,83 R1 Upper Keys 106.3 126,5 Rattlesnake Key to Card Sound f 2U4L 1 25:44:00 312:00 2307 R2 South Dade 126.5 HEFT Card Sound Rd to HEFT 4LO 2 25:46:00 0.0000 0,00 106.3 Int CR 905 / S Upper Keys CR 905 A Lake Surprise to Crocodile Lake 2L 1 7:58:00 0.00 Ocean Reef Int CR 905 / T Upper Keys CR 905 A T angle fish Key to Crocodile Lake 2L 1 11:58:00 35400 000 Int CR 905 / Crocodile Lake 10 South Miam,. U Upper Keys CR 905 A US 1 Dade 2L 1 12:30:00 00000 000 LEGEND: 2L 0 2U4L 0 3L 0 4L 0 4LD 0 5L 0 Two-lane facility Two lanes with short four-lane sections for passing purposes Three-lane facility (center lane is a two-way left-lorn 'ane) Four.lane undivided faCility Four.lane divided faCility F,ve.lane facility (center lane is a two-way left'lurn lane) Milemarller.; Length LocalionlDe,cription Year 2,000 Evacuation Background Area --------------- ----------------- -(Rclunde-d"-".iies) Configuration Total Vehicles Link From To Outbound Lanes Traffic A1 Lower Keys 20 4 0 2 Key West 10 Slod 'siand 4L 2 2667 20495 A2 Lower Keys 40 90 5 Slock Island 10 B'g CoPP'" "ey 4LO 2 2180 11134 90 17 0 '- 8 13'0 Coppill Key 10 Sugarloai "ey 2L 1 B Lower "eys 1262 14672 C Lower Keys 17.0 22 0 5 Sugarloaf K'J' 10 C!Jolce V,ey 2L 1 959 13660 Cudloe Key 10 Summerland Key Cove 01 , ower Keys 220 240 2 Airport 2L 1 744 15413 Summerland Key Cove P,lrport 10 02 lower Keys 240 250 1 Summerland Key 3L 1 744 13976 03 ~.O'Ner Keys 250 30,0 5 Summerland Key 10 Bia P,ne "ey 2L 1 930 14162 E lower Keys 30,0 34,0 4 B'g Pme Key 10 West Summerland Keys 2L 1 1060 18692 Wesl Summerland Keys 10 SpanISh Fl Lower Keys 340 35,2 1 Harbor Keys 2L 1 1060 16498 Spanish Harbor Keys 10 Bahia Honda F2 Lower Keys 352 36,5 1 Bndge 4LO 2 713 16151 F3 Lower Keys 365 37.5 1 Bah,a Honda Bndge 10 Bahia Hooda Key 2L 1 713 16151 G M,ddle Keys 37.5 47,0 10 Bahia Honda Key 10 Hog Key 2L 1 1345 16783 Hl Middle Keys 47.0 480 1 Hog Key 10 Bool Key 2L 1 1345 20204 H2 M,ddle Keys 480 50.2 2 Bool Key 10 Marathon 4L 2 971 19830 11 M,ddle Keys 50.2 50,8 1 Marathon to Marathon Shores 5L 2 971 20388 12 M,ddle Keys 50,8 54.0 3 Maralhon Shores 10 Key Colonial Beach 4LO 2 971 20388 Jl Middle Keys 54.0 54,5 1 Key Colonial Beach 10 Deer Key 4LD 2 597 20586 J2 Middle Keys 54,5 580 3 Deer Key to Grassy Key 2L 1 597 20586 K Upper Keys 58.0 74.0 16 Grassy Key 10 Matecumbe Harbor 2L 1 870 23151 L Upper Keys 74.0 80.0 6 Matecumbe Harbor 10 T eatable Key 2L 1 1157 24878 Ml Upper Keys 80.0 835 3 T eatable Key 10 Islamorada 3L 1 1295 26309 M2 Upper Keys 835 85.6 3 Islamorada 10 Windley Key 2L 1 1295 25016 N Upper Keys 856 90.0 5 Windley Key to Plantation Key 2L 1 800 29512 0 Upper Keys 90.0 100.0 10 Tavernier Key to Newport Key 4LO 2 2186 31729 P Upper Keys 100.0 105.0 5 Newport Key to Sex Ion Cove 4LO 2 2698 39537 Q Upper Keys 105.0 106,3 1 Sexlon Cove 10 Rattlesnake Key 4LO 2 2698 38044 Rl Upper Keys 106.3 126.5 20 Rattlesnake Key 10 Card Sound Rd 2U4L 1 1479 36825 R2 Soulh Dade 1265 HEFT 1 Card Sound Rd 10 HEFT 4LO 2 1597 37716 106.3 Int CK ~05 i Ck 8 Lake Surprise to Crocodile Lake 2L 1 1479 1479 S Uoper Keys ans A Ocean Reef Inl L,K ~u5 i CK 3 T anglefish Key 10 CrOCodile Lake 2L 118 118 T Upper Keys 90S A 1 '"' U Upper Keys 905 A US 1 16 Crocodile Lake 10 South Miami.Dade 2L 1 1360 2133 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = Monroe County, Florida (Year 2005) Summary Table 2 (Existing Roadway Network wlo Card Sound Road) Normal Response Curve Hurricane CateQory 1-2 Two-lane facility Two lanes with short four -lane sections for passing purposes Three.tane facility (cenler lane is a two-way left.lum lane) Four.lane undivided fac,lity Four.lane divided facility F,ve-Iane facility (cenler lane 's a two-way left.tum lane) Monroe County, Florida Dwellin~ Unit Data II KD/S EVAC % 2,005 - -- - - - - _u -r- --- - _u__ r--- - -_ ____ DU (1) : MHDU : TDU Key West MNOl 100 14,7 43 330 4,947 Tortugas MNOl 100 5 0 0 REM Islands MN01 100 '. 9 0 0 1 MN01 100 2,223 616 469 2 MNOl 100 1,379 377 195 3 MN02 100 1,723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 810 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 12B MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area Pagel Model4-05xls DwellingUnitData II Monroe County, Florida MN Summaries J I Milemarker 2,005 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,359 1,323 5,611 Key West 10 Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1,759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 2,704 199 1,457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1,358 2,509 Along US 1 MN07 106 ICWW 1,777 3 185 Alana CR 905 /905 A (Card Sound Road) ITOT AL I 54,241 i 4,9871 14,4601 (1) Reflects total dwelling un,ts (including mobil homes and excluding tourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Un,ts MHDU = % of Mobile Home Dwell,ng Un,ts Page2Model4-05xls II Dwelling Un,tData Monroe County, Florida Input Parameters per Group 2005 I~-Number '. Lower Keys I Middle Keys I Upper Keys " Parameter 1 I 2 I 3 I 4 I 5 I 6 I 7 Number of People per M.H. Unit 244 2.31 , 2.25 , , , , , 197 , 227 , 227 2.11 I , , , Number of People per Permt Unit 244 2.31 I 2,25 , 1,97 I 2.27 I 227 2,11 I , , I , , I Number of People per Tourist Unit 2,90 376 2.75 , 2.53 i 300 : 300 300 : I I Number of Vehicles per Unit 135 1.76 1.39 , 165 , 176 I 1.61 1.58 , , I , I Number of Vehicles per Tourist Unit 104 1.04 105 , 1 10 I 1.10 1.10 1.10 I , % Participation of M.H. Units 95,00 95.00 95,00 , 95,00 : 95,00 95.00 95.00 , I I % Participation of Other Units 60.00 60.00 80.00 I 85.00 I 85.00 85.00 I 85.00 , I I , I I % Occupancy of DwellingUnits 86.00 71.00 6900 , 57.00 i 6600 65.00 i 42.00 , , ; : % Participation by Tourists Units at Risk 100.00 100.00 100.00 , 100.00 I 100,00 100.00 I 100.00 , I , I % Occupancy of Tourist Units 12.00 64.00' I 64,00 , 70,00 70.00 7000 I 70.00 , I I , I % Distribution Public Shelters (Residents) 0.00 I 0.00 i 0.00 I 0,00 0.00 0.00 i 0.00 I I : I (Perm Residents) Friend/Relative 5.00 5.00 I 5.00 000 0.00 0.00 I 0.00 I I I I Hotel/Motel 0.00 0.00 i 0.00 0,00 0.00 0.00 i 0.00 ; : i I Out of County 95.00 95.00 i 95.00 10000 100.00 100.00 , 100.00 I I I % Distribution Public Shelters (Tourists) 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 I I I I (Tourists) Friend/Relative 0.00 I 0.00 i 0.00 0,00 0.00 0.00 0.00 I I : Hotel/Motel 0.00 , 0.00 I 0.00 0.00 0.00 0.00 0.00 I I I I Out of County 100.00 I 100.00 I 100.00 100.00 100.00 100.00 100.00 I I I I Vehicle Usage % 69.00 i 69.00 i 70.00 I 71.00 71.00 71,00 71.00 I I , : Tourist Vehicle Usage % 100.00 I 100.00 I 10000 I 100.00 100.00 I 100.00 100.00 I I I I I I I I Hurricane Category (1-2) enter 1 (3-5) enter 2 Monroe County, Florida Roadway Network Link Name Milemarkers From I To LocationlDescription Evacuation Year 2,000 Pavement Outbound Flow Total Flow Outbound Configuration Lanes Width (FT) Ratel Lane Rate Area A 1 : Lower Keys A2 : Lower Keys 8 : Lower Keys C : Lower Keys : 2,0 : 4,0 :Key Westlo Stock Island : i 4.0 : 9,0 :Stock Isl;Wd to Big Coppitt Key : : 9,0 : 170 : B,g Coppitt Key to Sugarloaf Key : : 17.0 : 220 :Sugarloaf Key to Cudjoe Key , , : : \..-uujoe I\ey 10 ;:,ummeflano I\ey , 01 : Lower Keys: 220 : 24,0 :Cove Airport : : : : ::oummeflano I\ey Love Iwpon 10 : : 24.0 : 25.0 :Summerland Key : : 250 : 300 :Summerland Key to B'.9 Pine Key : : : : : Dig r-Ine Key [0 vvesl ::,umllleflano : E :Lower Keys: 30.0 i 34,0 :Keys : : : : : vves, 0ummefldnU eys 10 ;:,panlSIl : F1 :LowerKeys: 34.0 : 35.2 :HarborKeys i ; ! ; Spanish Harbor Keys to Bahia : F2 : Lower Keys: 35.2 : 36.5 :Honda Bridge : : : i :03n,a nonoa onuge 10 Oallla nonoa : F3 : Lower Keys: 36.5 : 375 :Key i G :M,ddleKeys: 37.5 i 470 :Bahia Honda Key to Hog Key ! H1 :Middle Keys: 47.0 : 48.0 :Hog Key to Boot Key : H2 :Middle Keys i 48.0 : 50.2 :Boot Key to Marathon : 11 :Middle Keys: 50.2 : 50.8 iMarathon to Marathon Shores : : : : : 'VlaraUlon ;:'f1ores 10 I\ey "Olonlal : 12 :Middle Keys i 50.8 i 54.0 : Beach i J1 :Middle Keys i 54.0 ! 54.5 :Key Colonial Beach to Deer Key i J2 :Middle Keys: 54.5 i 58.0 :Deer Key to Grassy Key : K :Upper Keys: 58.0 : 74.0 :Grassy Key to Matecumbe Harbor L :Upper Keys i 74.0 i 80.0 : Matecumbe Harbor to Teatable Key M1 . :Upper Keys: 80.0 : 83.5 :Teatable Key to Islamorada M2 iUpper Keys i 83.5 i 85.6 :Islamorada to Windley Key N !Upper Keys: 85.6 : 90.0 :Windley Key to Plantation Key o :Upper Keys i 90.0 i 100.0 :Tavernier Key to Newport Key P iUpper Keys: 100.0 : 105.0 : Newport Key to Sexton Cove i Q :Upper Keys: 105.0 : 106.3 :Sexton Cove to Rattlesnake Key : R1 :Upper Keys! 106.3 i 126.5 : Rattlesnake Key to Card Sound Rd i R2 :South Dade: 126.5 : HEFT :Card Sound Rd to HEFT : : : : 'fIl"~~VJI: : S :UpperKeys: 106.3 i CR905A :LakeSurprisetoCrocodileLake i : : : Int CK ~u~ I : ! T iUpper Keys iOcean Reed CR 905 A iTanglefish Key to Crocodile Lake : : :"" v,, ;:IV..} ':' , U i Upper Keys: CR 905 A: US 1 !crocodile Lake to South Miami-Dade! 02 !Lower Keys 03 :Lower Keys LEGEND: 2L = Two-lane facility 2U4L = Two lanes with short four-lane sections for passing purposes 3L = Three-lane facility (center lane is a two-way left-turn lane) 4L = Four-lane undivided facility 4LD = Four-lane divided facility 5L = Five-lane facility (center lane is a rwo-way left-turn lane) 4L 4LO 2L 2L 2L 3L 2L 2L 2L 4LO : 2L 2L 2L 4L 5L 4LD 4LD 2L 2L 2L 3L 2L 2L 4LD 4LD 4LD 2U4L 4LD 2L 2L 2L : i : 2 2 1 1 , , , , , 44'-53' i 34' 34' 44' , : 44' : 33'-44' 33' 2 , , : 25' : width : unknown : 1 1 1 2 2 2 2 1 1 1 1 1 1 2 2 2 1 2 33' 25' 25' 25'-49' : 64' , , , 58'-64' : 58' i 32'-58' : : 32' 48' 48' 48' : 33'-48' : i 44'-56' : : 44'-52' : : 44'-52' : : 24'-25' i 32' 60' , , , , : 24'-25' : 900 900 1,350 1,350 1,350 1,350 1,350 1,050 1,350 , : ; , 1,350 1,350 1,500 1,350 900 900 900 900 1,350 1,350 1,350 1,350 1,350 1,350 900 900 900 1,500 900 600 1,350 1,350 1,800 1,800 1,350 1,350 1,350 1,350 1,350 1,050 1,350 2,700 1,350 1,500 1,350 1,800 1,800 1,800 1,800 1,350 1,350 1,350 1,350 1,350 1,350 1,800 1,800 1,800 1,500 1,800 600 1,350 1,350 Monroe County, Florida (Year 2005) Summary Table (Existing Roadway Network wlo Card Sound Road) Normal Response Curve Hurricane Cateqory 3.5 Milemarkef'1l ,} Year 2,000 Evacuation Evacuation Bottleneck Houf'1l witt Area ------------- - - ---- ~ - ----- ;-':Loc ationlDescnption From To Configuration Outbound Lanes Time Delay Backup Link A1 Lower Keys 2,0 40 Key Wesllo Slack Island 4L 2 1200,00 0.00 A2 Lower Keys 40 90 Slock Island 10 Big Coppl\1 Key 4LD 2 121000 0:0000 0,00 B Lower Keys 90 170 81g COpp'1I Key 10 Sugarloal Key 2L 1 122600 00000 7.10 C Lower Keys 170 220 Sugarloaf Key 10 Cudloe Key 2L 1 123600 000:00 7.20 CJdloe Key to Summerland Key 01 Lower Keys 220 240 Cove f',irpor1 2L 1 12:4000 00000 10.20 Summerland Key Cove fwporl to 02 Lower Keys 24,0 250 Summerland Key 3L 1 12:42:00 000:00 0,00 03 Lower Keys 250 30,0 Summerland Key 10 B'g P,ne Ke 2L 1 12:56:00 0:04:00 10.53 "g r'lne Key '0 'Nest E Lower Keys 30,0 340 Summenan(; . ., 2L 1 1858:00 5:54:00 17.93 Wesl Sumc:;. ;end Keys 10 F1 Lower Keys 340 352 Span,sh Harbor Keys 2L 1 19:00:00 0:00:00 0.00 Span'sh Harbor Keys \0 Bahia F2 Lower Keys 352 365 Honda Bndge 4LD 2 1902:00 00000 0.00 ban'a Honea tJnage \0 banla F3 Lower Keys 365 375 Honda Key 2L 1 190400 0:0000 000 G Middle Keys 37.5 470 Bahia Honda Key 10 Hog Key 2L 1 1924:00 000:00 0.00 H1 Middle Keys 47.0 48,0 Hog Key to Boot Key 2L 1 19:26:00 0:0000 11.60 H2 Middle Keys 48.0 50,2 Boot Key to Marathon 4L 2 1930:00 0:00:00 0.00 11 Middle Keys 50.2 50.8 Marathon to Marathon Shores 5L 2 19:32:00 000:00 0.00 "," , IU ""Y \'-U'U"'ol 12 Middle Keys 50.8 54,0 Beach 4LO 2 19:38:00 0:00:00 0.00 J1 Middle Keys 54.0 545 Key Colonial Beach to Deer Key 4LO 2 19:40:00 0:00:00 0.00 J2 Middle Keys 545 580 Deer Key 10 Grassy Key 2L 1 19:46:00 0:00:00 13.33 K Upper Keys 580 74.0 Grassy Key 10 Matecumbe Hartl< 2L 1 20:18:00 0:00:00 17.93 Malecumbe Harbor to T eatable L Upper Keys 74.0 80.0 Key 2L 1 21:22:00 0:52:00 18,80 M1 Upper Keys 80.0 83.5 Teatable Key to Islamorada 3L 1 22:1800 0:50:00 19.63 M2 Upper Keys 83.5 85.6 Islamorada to Windley Key 2L 1 22:24:00 0:00:00 0.00 N Upper Keys 85,6 90,0 Windley Key to Plantation Key 2L 1 24:00:00 1:26:00 21.30 0 Upper Keys 90.0 1000 Tavemier Key to Newport Key 4LD 2 24:20:00 0:00:00 ' 0.33 P Upper Keys 100.0 105.0 Newport Key 10 Sexton Cove 4LD 2 2430:00 0:00:00 14:40 Q Upper Keys 105.0 1063 Sexton Cove 10 Rattlesnake Key 4LD 2 2432:00 0:00:00 20.63 R1 Upper Keys 1063 126,5 Rattlesnake Key to Card Sound 2U4L 1 28:40:00 3:28:00 26.00 R2 Soulh Dade 1265 HEFT Card Sound Rd to HEFT 4LD 2 28:42:00 0:00:00 0.00 1063 Int CR 905 / S Upper Keys CR 905 A Lake Surprise 10 Crocodile Lake 2L 1 7:58:00 0.00 Ocean Reef Inl CR 905 .' T Upper Keys CR 905 ;" T angle fish Key 10 CrOCOdile Lake 2L 1 11:5800 3:54:00 0,00 Inl CR 90S / Crocodile Lake 10 South Miam,- U Upper Keys CR 90S A US1 Dade 2L 1 1230:00 0:00:00 0.00 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = SL = Two-lane facilily Two lanes wilh short four-lane sections for passing purposes Three.lane faCility (center lane ,s a two-way leh.turn lane) Four-lane undivided faCility Four.lane divided faCility Five.lane facility (center lane 's a two-way leh.turn lane) Monroe County, Florida (Year 2005) Summary Table 2 (Existing Roadway Network w/o Card Sound Road) Normal Response Curve Hurricane Category 3.5 Milemarkers Length LocationlOescription Year 2,000 Evacuation Background Area --------------- ----------------- -f~-uiided-M;I-esi T olal Vehicles I ink From To Configuration Outbound Lanes Traffic A1 Lower Keys 2,0 40 2 Key Wesllo Slock Island 4L 2 2667 23722 A2 Lower Keys 4,0 90 5 S,ock Island 10 B'g Coppllt Key 4LO 2 2180 12748 B Lower Keys 9,0 17.0 8 Big CoPPIIt Key to Sugarloaf Key 2L 1 1262 17093 C Lower Keys 17.0 220 5 Sugarloaf Key to CudlO€ Key 2L 1 959 15772 Cudlce Key:o Summerland Key Cove 01 Lower Keys 220 24,0 2 Allport 2L 1 744 17928 Summerland Key Cove Airport to 02 Lower Keys 240 250 1 Summerland Key 3L 1 744 16200 03 Lower Keys 25,0 30,0 5 Summerland Key to B'Q Pine Key 2L 1 930 16386 E Lower Keys 30,0 34,0 4 Big Pine Key 10 West Summerland Keys 2L 1 1060 21777 Wesl Summerland Keys to Spanish F1 Lower Keys 340 352 1 Harbor Keys 2L 1 1060 19156 Spanish HartxJr Keys to Bahia Honda F2 Lower Keys 35,2 36.5 1 Blldge 4LO 2 713 18809 F3 Lower Keys 365 37.5 1 Bah'a Honda Bridge to Bahia Honda Key 2L 1 713 18809 G Middle Keys 37,5 47.0 10 Bahia Honda Key 10 Hog Key 2L 1 1345 19441 H1 Middle Keys 470 480 1 Hog Key to Bool Key 2L 1 1345 23240 H2 Middle Keys 48.0 50,2 2 Boot Key to Marathon 4L 2 971 22866 11 Middle Keys 50,2 50,8 1 Marathon 10 Marathon Shores 5L 2 971 23482 12 Middle Keys 50.8 54,0 3 Marathon Shores to Key Colonial Beach 4LO 2 971 23482 J1 Middle Keys 54.0 54.5 1 Key Colonial Beach 10 Deer Key 4LD 2 597 23745 J2 Middle Keys 54.5 58.0 3 Deer Key to Grassy Key 2L 1 597 23745 K Upper Keys 58.0 74.0 16 Grassy Key to Matecumbe Harbor 2L 1 870 26564 L Upper Keys 740 80.0 6 Matecumbe HartxJr to T eatable Key 2L 1 1157 28343 M1 Upper Keys 80.0 83.5 3 T eatable Key 10 Islamorada 3L 1 1295 29863 M2 Upper Keys 83.5 85.6 3 Islamorada to Windley Key 2L 1 1295 28480 N Upper Keys 85.6 90.0 5 Windley Key to Plantation Key 2L 1 800 33531 0 Upper Keys 90.0 1000 10 T avemier Key to Newport Key 4LD 2 2186 35841 P Upper Keys 100,0 105,0 5 Newport Key to Sexton Cove 4LD 2 2698 44220 Q Upper Keys 105.0 106.3 1 Sexton Cove to Rattlesnake Key 4LD 2 2698 42600 R1 Upper Keys 106.3 1265 20 Rattlesnake Key 10 Card Sound Rd 2U4L 1 1479 41381 R2 Soulh Dade 126.5 HEFT 1 Card Sound Rd to HEFT 4LD 2 1597 42356 106.3 Int CK :;U5 I CK 8 Lake Surprise to Crocodile Lake 2L S Upper Keys GO<; A 1 1479 1479 Inl CK ~\i5 I CK 3 T Upper Keys Ocean Reef 90<; A T anglefish Key to Crocodile Lake 2L 1 118 118 vI' U Upper Keys 905 A US 1 16 Crocodile Lake to South Miami.Dade 2L 1 1360 2217 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = T wo.lane facility Two lanes with short four-lane sections for passing purposes Three.lane facility (center lane is a twD-way left-turn lane) Four-lane undivided facility Four-lane divided facility Five-lane facility (center lane ,s a twD-way left.tum lane) Monroe County, Florida Dwellin Unit Data KD/S EVAC % 2,000 -- --- -- - --- r-- ----h---r---------- DU (1) : MHDU : TDU Key West MN01 100 14,471 330 4,947 TOr1ugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,182 616 469 2 MN01 100 1,354 377 195 3 MN02 100 1.608 94 268 4A MN02 100 2)90 392 601 48 MN02 100 21 0 0 5 MN02 100 2,790 288 611 6 MN02 100 303 18 279 7 MN03 100 6,108 676 1,500 Key Col 8ch MN03 100 810 0 0 8 MN03 100 516 8 113 9 MN03 100 '94 186 138 10 MN03 100 "";2 47 583 Layton MN04 100 206 0 0 11 MN04 100 351 127 401 12A MN04 100 877 0 471 13 MN04 100 1,206 72 585 128 MN05 100 256 28 0 14 MN05 100 3,423 103 423 15 MN05 100 1,890 264 134 16 MN06 100 1,904 327 625 17 MN06 100 1,787 4 593 18 MN06 100 3,002 649 647 19 MN06 100 658 1 93 20 MN06 100 1,121 376 491 22 MN06 100 59 1 38 21 MN07 100 1,748 3 185 (1) Refiects total dwelling units (inciuding mobile homes and excluding tourists units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seas ani Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area Page1 Model5.0Q,xls DwellingUnitData II Monroe County, Florida MN Summaries II I Milemarker 2,000 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,021 1,323 5,611 Key West to Saddle Bunch Channel Bndge MN02 13 46 7,512 792 1,759 Saddle Bunch Bndge to Knight Key Channel MN03 46 64 8,690 917 2,334 Knight Key Channel to Long Key Viaduct MN04 64 84 2,640 199 1.457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,569 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,531 1358 2,487 Alona U,S 1 MN07 106 ICWW 1,748 3 185 Alona CR 905 / 905 A (Card Sound Road) ITOT AL I 52,7111 4,9871 14,3901 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Un,ts TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwelling Units Page2Model5-00xls DwellingUnitData Monroe County, Florida Input Parameters per Group 2000 ~Number Lower Keys I Middle Keys I Upper Keys Parameter _ 1 I 2 I 3 I 4 I 5 I 6 I 7 , , , , , , , Number of People per M.H Unit '244 , 2.31 , 225 , 197 , 227 I 2.27 , 211 I , , , , , Number of People per Permt Unit 244 I 231 , 2,25 , 197 , 227 , 2.27 I 211 I , , I , I , , , , , I Number of People per Tourist Unit 2,90 i 176 , 275 , 253 I 100 i 100 i 300 , I , , I I Number of Vehicles per Unit 135 , 176 I 139 , I I , , I , 165 , 1.76 I 1.61 , 1.58 , , , I I , Number of Vehicles per Tourist Unit 1,04 , 104 , 1.05 , 1.10 , 1.10 i 1.10 1.10 I : , , : : % Participation of M.H. Units 90,00 9000 , 90.00 I 9000 : 90.00 : 90.00 90,00 , , I I % Participation of Other Units 45.00 4500 , 6800 I 75.00 I 7500 I I I I , 75.00 75.00 I , , , % Occupancy of DwellingUnits 86.00 71.00 I 69.00 , 5700 , 66.00 i 6500 42.00 ; : I I : ; % Participation by Tourists Units at Risk 100.00 100.00 , 100.00 , I , , I 10000 , 100.00 I 100,00 100.00 , , , I % Occupancy of Tourist Units 7200 64.00 , 6400 , 70.00 , 70.00 I 70.00 70.00 , , , I , , I , % Distribution Public Shelters (Residents) 0.00 0.00 0.00 i 0.00 : 0.00 : 0.00 0.00 ; I I I (Perm, Residents) Friend/Relative 25.00 2500 20,00 , 15,00 I 15.00 15.00 15.00 , , I I Hotel/Motel 0.00 I 0.00 000 0.00 , 0.00 0.00 0.00 j , Out of County 75.00 7500 80.00 8500 : 85,00 8500 85.00 I % Distribution Public Shelters (Tourists) 0.00 0.00 000 0.00 I 0.00 0.00 0,00 I I (Tourists) Friend/Relative 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hotel/Motel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Out of County 100.00 100.00 100.00 100.00 100.00 100.00 100.00 Vehicle Usage % 69.00 69.00 70,00 71.00 71.00 71.00 71.00 Tourist Vehicle Usage % 100.00 100.00 10000 100.00 100.00 100.00 , 100.00 I I Hurricane Category (1-2) enter 1 (3-5) enter 2 f Monroe County, Ftorida Summary Table (Existing Roadway Network) Early Response Curve Hurricane Cateqorv 1-2 Milemarkers Year 2,000 Evacuation Evacuation Bottlen eck Hours wit~ ------------- - ------------ l oc ati onlDe s cripti on Area To Configuration Outbound lanes Time Delay Backup link From A1 lower Keys 20 40 Key West '0 Stock Island 4L 2 80000 000 A2 Lower Keys 40 9.0 Slack Island to B'g COpp,1I Key 4LO 2 81000 00000 0,00 8 Lower Keys 90 170 B'g Coppilt Key to Sugarloat Key 2L 1 91200 04600 6.73 C Lower Keys 17.0 220 Sugarloaf Key to Cudloe Key 2L 1 92200 00000 5.50 I Cudjoe Key to Summerland Key 01 l.ower Keys 220 240 Cove Alfport 2L 1 100600 04000 7.53 Summerland Key Cove Airport 10 02 Lower Keys 240 250 Summerland Key 3L 1 100800 000:00 0,00 03 Lower Keys 250 30,0 Summeriand Key to Big Pine Ke 2L 1 10:2000 00200 7.67 'g hne Key 10 Wesl E Lower Keys 30,0 340 Summerland Keys 2L 1 143400 40600 1303 Wesl Summerl2nd Keys to F1 LCI/~ler Keys 340 352 Spanish Hac: <eys 2L 1 14 3600 0:0000 000 Span,sh Haroor Keys to Bahia F2 Lower Keys 352 36.5 Honda Bridge 4LO 2 143800 000:00 000 IlOah'a Honaa IOfidge to lOah,a F3 Lower Keys 36,5 37.5 Honda Key 2L 1 144000 000:00 000 G M ,ddte Keys 37.5 47.0 Bahia Honda Key to Hog Key 2L 1 15:0000 000:00 000 H1 Middle Keys 470 48.0 Hog Key to Boot Key 2L 1 150200 0:00:00 8.30 H2 Middle Keys 480 502 Boot Key to Marathon 4L 2 15:0600 0:00:00 0,00 11 M,ddle Keys 502 50.8 Marathon to Marathon Shores 5L 2 15:08:00 0:00:00 0.00 ,1V'd' alnUII " 'u, Co lU r--ey vUIUII'd 12 Middle Keys 50.8 54,0 Beach 4LO 2 15:14:00 000:00 0.00 J1 Middle Keys 54,0 54,5 Key Colonial Beach to Deer Key 4LO 2 15:1600 0:00:00 0.00 J2 Middle Keys 54.5 58,0 Deer Key to Grassy Key 2L 1 15:22:00 0:00:00 9.50 K Upper Keys 580 74,0 Grassy Key to Matecumbe Hartx 2L 1 15:54:00 0:00:00 12.47 Matecumbe Harbor to T eatable L Upper Keys 74,0 80,0 Key 2L 1 16:38:00 0:32:00 14,00 M1 Upper Keys 80,0 83,5 T eatable Key to Islamorada 3L 1 17:22:00 0:38:00 14,63 M2 Upper Keys 83,5 856 Islamorada to Windley Key 2L 1 17:28:00 000:00 0.00 N Upper Keys 85,6 90.0 Windley Key to Plantation Key 2L 1 18:32:00 0:54:00 15.53 0 Upper Keys 90,0 100.0 Tavernier Key to Newport Key 4LO 2 18:52:00 0:00:00 0.00 P UDper Keys 100.0 105,0 Newport Key tD Sexton Cove 4LO 2 19:02:00 000:00 10.07 0 Upper Keys 105.0 106.3 Sexton Cove to Ralllesnake Key 4LO 2 19:04:00 0:00:00 1483 R1 UDper Keys 106.3 126,5 Rattlesnake Key to Card Sound 2U4L 1 1944:00 000:00 0.00 R2 South Dade 126.5 HEFT Card Sound Rd \0 HEFT 4LD 2 1946:00 0:00:00 10.60 106.3 Int CR 905 I S Upper Keys CR 905 A Lake Surprise to Crocodile Lake 2L 1 171600 - 1.03 Ocean Reef Int CR 905 / T Upper Keys CR 905 A T angle fish Key to Crocodile Lake 2L 1 758:00 9:2400 0.00 Int CR 905 I Crocoaile lake to South Miam,- U Upper Keys CR 905 A US 1 Dade 2L 1 1748:00 918:00 0.00 LEGEND: 2L = 2U41_ = 3L = 4L = 4LD = 5L = T wo.lane faCility Two lanes with short four-lane sections for passing purposes Three.lane facility (center lane is a two-way left-turn lane) Four-lane undivided facility Four-lane divided faCility ",ve-Iane fac,r,ty (center lane is a two-way left-turn lane) Monroe County, Florida Summary Table (Existing Roadway Network) Early Response Curve Hurricane Cateqory 1.2 Milemarl<ers m___~~~.~~h_h__ LocationlDescription Year 2,000 Evacuation Background Area --------------- ----------------- Total Veh,cles Link From To (Rounded Milesj Configuration Outbound Lanes Traffic A1 Lower Keys 20 40 2 Key Wesllo Slock Island 4L 2 2667 18362 A2 Lower Keys 4 0 9,0 ," 5 Stock Icland 10 B'g Coppltt Yey 4LD 2 2180 10068 B Lower Keys 90 170 8 81q Copp,lI Key \0 Suqarloaf Key 2L 1 1262 13073 C Lower Keys 170 220 5 Sugalloaf Key '0 CudlO€ Key 2L 1 959 11624 CU(~)Ot; Key \0 Summerland Key Cove 01 Lower Keys 220 240 2 !~lfiX)f: 2L 1 744 13407 Surnrneri;md Key IJJve Airport to 02 Lower Keys 240 250 1 Summerland Yey 3L 1 744 12098 03 Lower Keys 25,0 30,0 5 Suml"erland Yey 10 B'9 Pme Key 2L 1 930 12284 E Lower Keys 30,0 340 4 B'g ;':no Key 10 West Summerland Keys 2L 1 1060 15582 West Summerland Keys to Span'sh F1 Lower Keys 34,0 352 1 Harbor Keys 2L 1 1060 14362 Span,sh Harbor Keys to Bah,a Honda F2 Lower Keys 352 36,5 1 Bfldge 4LO 2 713 14015 F3 Lower Keys 36,5 375 1 Bah,a Honda Bfldge 10 Bahia Honda Key 2L 1 713 14015 G Middle Keys 375 47.0 10 Bah,a Honda Key 10 Hog Key 2L 1 1345 14647 H1 M,ddle Keys 470 48.0 1 Hog Key to Bool Key 2L 1 1345 17413 H2 Middle Keys 480 50.2 2 Bool Key 10 Marathon 4L 2 971 17039 11 Middle Keys 50.2 50,8 1 Marathon to Marathon Shores 5L 2 971 17439 12 Middle Keys 50,8 540 3 Marathon Shores to Key Colonial Beach 4LO 2 971 17443 J1 Middle Keys 54.0 54,5 1 Key Colonial Beach 10 Deer Key 4LD 2 597 17542 J2 Middle Keys 545 580 3 Deer Key 10 Grassy Key 2L 1 597 17542 K Upper Keys 58,0 74,0 16 Grassy Key to Matecumbe Harbor 2L 1 870 19708 L Upper Keys 74,0 80.0 6 Matecumbe Harbor to T eatable Key 2L 1 1157 21250 M1 Upper Keys 80,0 835 3 T eatable Key to Islamorada 3L 1 1295 22488 M2 Upper Keys 835 85.6 3 Islamorada 10 Windley Key 2L 1 1295 21387 N Upper Keys 856 90.0 5 Windley Key to Plantation Key 2L 1 800 24829 0 Upper Keys 90.0 100,0 10 Tavernier Key to Newport Key 4LD 2 2186 26870 P Upper Keys 100,0 105,0 5 Newport Key to Sexton Cove 4LD 2 2698 33483 Q Upper Keys 105,0 106.3 1 Sexlon Cove to Rattlesnake Key 4LD 2 2698 32247 Rl Upper Keys 106.3 1265 20 Rattlesnake Key to Card Sound Rd 2U4L 1 1479 27211 R2 South Dade 1265 HEFT 1 Card Sound Rd 10 HEFT 4LD 2 1597 31705 106.3 Int CK 905/ CK 8 S Upper Keys QOS A Lake Surpflse 10 Crocodile Lake 2L 1 1479 5313 Int CR 90S I \.,K 3 T Upper Keys Ocean Reef O()S,A T anglefish Key 10 Crocodile Lake 2L 1 118 118 ""u"owl ~.. U Upper Keys 905A US 1 16 Crocodile Lake 10 South Miami.Dade 2L 1 1360 5736 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = Two-lane facility Two lanes with shon feur-Iane sect,ons tor passing purposes Three-lane fac,',ty (center lane is a two-way left-turn lane) Four-lane undivided facility Four.lane divided facility Five-lane facility (cenler lane is a two-way left.turn lane) Monroe County, Florida Dwellin~ Unit Data ! KD/S ! EVAC ! % f- - -DU-(1)--r--i~6~---: - - -TDu---1 Key West MN01 100 14.7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 " 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1.723 94 268 4A MN02 100 2,989 392 601 48 MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col 8ch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 810 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 128 MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 I 1,777 3 185 (1) Reflects total dwelling units (including mobile homes and excluding tOUflStS uflltS) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area f t j Page 1 ModeIS-OS.xls DwellingUnllData , ii j Monroe County, Florida MN Summaries I I Milemarker 2,005 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,359 1,323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1,759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 - 2,704 199 1.457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5.706 395 557 Whale Harbor Channel to mllemarker 95 MN06 95 113 8.783 1,358 2,509 Along U,S, 1 MN07 106 ICWW 1,777 3 185 Alonq CR 905 / 905 A (Card Sound Road) ~OTAL I 54,241 i 4,9871 14,4601 (1) Reflects total dwelling units (including mobll homes and excluding tourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units Page2Model5-05xls DwellingUnilData Monroe County, Florida Input Parameters per Group 2005 ~umber Lower Keys I Middle Keys I Upper Keys Parameter 1 r 2 I 3 I 4 r 5 1 6 I 7 244 , 2,31 , , , , , Number of People per M,H, Unit , I 225 , 1.97 I 2.27 I 2.27 , 2.11 , , , I , Number of People per Permt Unit 2.44 , 2,31 , 225 , 1,97 2,27 I 227 , 2.11 , , , I , , , , , , Number of People per Tourist Unit 290 , 376 , 275 , 2.53 300 i 300 , 300 , , , : I . Number of Vehicles per Unit 135 , 176 , , , , , , 139 , 165 176 I 1.61 , 158 , , , I , Number of Vehicles per Tourist Unit 104 , 104 I 1.05 i 110 1.10 i 1.10 , 1,10 , I : : , , 9500 , , : % Participation of M.H. Units 95.00 , 9500 , 95.00 95.00 9500 , 9500 , , , I , % Participation of Other Units 6000 , 6000 , 8000 I 85.00 85.00 , 85.00 , , , I I I 8500 I I , I I % Occupancy of DwellingUnits 86.00 , 7100 j 6900 i 5700 66.00 65.00 , 42.00 : : , ; I % Participation by Tourists Units at Risk 100.00 , 100.00 , , , , , 100,00 , 100,00 100.00 100.00 , 10000 , I , , % Occupancy of Tourist Units 7200 , 6400 6400 I 70.00 70.00 70.00 I 70.00 , , I , , , % Distribution Public Shelters (Residents) 0.00 i 000 0.00 , 0.00 0.00 0.00 , 000 , , , (Perm. Residents) Friend/Relative 5,00 , 5.00 5.00 , 0.00 0.00 0.00 , 0.00 , , I I , , Hotel/Motel 0.00 i 0.00 000 0.00 0.00 0.00 , 000 , , Out of County 95.00 : 95.00 9500 100.00 100.00 100.00 i 100.00 , , % Distribution Public Shelters (Tourists) 0.00 I 000 000 0.00 0.00 0.00 , 0.00 I , , , (Tourists) Friend/Relative 0.00 , 0.00 0.00 0.00 0.00 0.00 i 0.00 I ; , Hotel/Motel 0.00 , 0.00 , , , 000 0.00 0.00 , 0.00 , 0.00 I I , Out of County 10000 , 100.00 100 00 100.00 100.00 I 100.00 I 100.00 , , I , , I I I Vehicle Usage % 6900 i 69.00 70.00 71.00 i 71.00 i 71.00 i 7100 , I I I Tourist Vehicle Usage % 100.00 , 100.00 100.00 100.00 , 100.00 I 100.00 , 100.00 , I , , , I , , Hurricane Category (1-2) enter 1 (3-5) enter 2 ~ J Monroe County, Florida Roadway Network Link Name Milemarkers From I To Lo c atio n! Desc ri pti on Area It.. 1 : Lower Keys: 2.0 : 40 :Key West to Slock !sland : A2 :Lower Keys: 4.0 : 9.0 :Stock Island to Big COPpltt Key : B :Lower Keys: 9.0 : 17.0 :Big CoppTtt Key 10 Sugarloaf Key : C :Lower Keys: 17.0 : 220 :Sugarloaf Key to Cudloe Key : , : : :l-uoJoe t\ey 10 0ummeflano My , 01 : Lower Keys: 220 : 24.0 ;Cove Airport : : : , :0ummenana t\ey l-ove IWpOrt!O : D2 : Lower Keys: 24.0 : 25.0 :Summerland Key : D3 : Lower Keys: 25.0 : 30,0 :Summerland Key to Big Pine Key: : : : : big j-'Ine Key 10 vvesl ;:,ummeflJna : E : Lower Keys i 30.0 : 34.0 :Keys i , : : : vveSl :::Jurnmefl"nu f\eys [0 0panlsn : F1 :LowerKeys: 34.0 : 35.2 :HarborKeys i ; : : ! Spanish Harbor "'::eys to Bahia 1 F2 :Lower Keys: 35.2 : 365 :Honda Bridge i , : : : tlanla nonoa tlfloge 10 tlanla nonoa : F3 : Lower Keys i 36.5 : 37.5 :Key i G :Middle Keys: 375 : 47.0 iBahia Honda Key to Hog Key : H1 :Middle Keys: 47.0 : 48.0 :Hog Key to Boot Key : H2 :Middle Keys i 48.0 i 50.2 :Bool Key to Marathon i 11 !Middle Keys: 50.2 : 50.8 :Marathon to Marathon Shores : : : : : Maramon ;:,nores 10 Key \,;OTonlal : 12 :Middle Keys! 50.8 : 54.0 :Beach ! J1 :Middle Keys: 54.0 : 54.5 :Key Colonial Beach to Deer Key : J2 :Middle Keys: 54.5 : 58.0 :Oeer Key to Grassy Key : K :Upper Keys: 58.0 : 74.0 :Grassy Key to Matecumbe Harbor : L iUpperKeys i 74.0 : 80.0 :Matecumbe Harbor to Teatable Key : M1 :Upper Keys: 80.0 : 83.5 :Teatable Key to Islamorada : 1\;12 :Upper Keys i 83.5 : 85.6 :Islamorada to Windley Key i N :Upper Keys: 85.6 : 90.0 :Windley Key to Plantation Key : o :Upper Keys i 90.0 : 100.0 :Tavernier Key to Newport Key : P :Upper Keys: 100.0 : 105.0 : Newport Key to Sexton Cove : Q :Upper Keys: 105.0 : 1063 :Sexton Cove to Rattlesnake Key : R 1 :Upper Keys i 106.3 : 126.5 :Rattlesnake Key to Card Sound Rd : R2 :South Dade: 126.5 : HEFT :Card Sound Rd to HEFT : , : : 1m l-K O1VO I : : S :Upper Keys i 106.3 i CR 905 A iLake Surprise 10 Crocodile Lake i : : : Int CR 905 / : : T :Upper Keys iOcean Reer: CR 905 A :Tanglefisn Key 10 Crocodile Lake : I :llll 'vl\ ::;u-"; : U : Upper Keys i CR 905 A: US 1 , , !crocodile Lake to South Miami-Dade i LEGEND: 2L = Two-lane facility 2U4L = Two lanes '.'11th short four-lane sections for passiflg purposes :JL = Three-lane facility (center lane IS a 'cNo-way left-turn !ane) 4L = Four-lane undivided facility 4LD' Four-lane diVided facility 'iL = Five-lane facility (center lane IS a 'cNo-way left-turn lane) " J Year 2,000 Configuration 4L 4LD 2L 2L 2L 3L 2L 2L 2L 4LD 2L 2L 2L 4L 5L 4LD 4LD 2L 2L 2L 3L 2L 2L 4LD 4LD 4LD 2U4L 4LD 2L 2L 2L Evacuation Pavement Outbound Flow Total Flow Outbound Width (FT) Rate! Lane Rate Lanes , , , , : : , 2 2 1 1 1 1 1 : : , 44'-53' : 34' 34' 44' 44' : 33'-44' : 2 1 33' , , , , : 25' : i width : : unknown: 2 1 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 3 33' 25' 25' : 25'~491 : 64' , , : : : 58'-64' : 58' : 32'-58' : 32' 48' 48' 48' : 33'-48' : i 44'-561 : : 44'-52' : : 44'-52' : 1 241-25' : , , , , 32' 60' , , , 24'.25' : 900 900 1,350 1,350 1,350 1,350 1,350 1,050 1,350 1,350 1,350 1,500 1,350 900 900 900 900 1,350 1,350 1,350 1,350 1,350 1,350 900 900 900 1,500 900 1,350 1,350 1,350 1,800 1,800 1,350 1,350 1,350 1,350 1,350 2,100 1,350 2,700 1,350 1,500 2.700 1,800 1,800 1,800 1,800 2.700 2.700 2,700 2,700 2,700 2,700 2.700 2,700 2.700 3,000 2.700 1,350 1,350 1,350 Milemarkers Year 2,000 Evacuation Evacuation Bottleneck Hours with Area ------------- - ~-- -- - ----- L oc a ti on/D esc rl pti on From To Configuration Outbound Lanes Time Delay Backup link A1 Lower Keys 20 40 KeFWes: to Slack Island 4L 2 80000 5.20 A2 Lower Keys 40 gO Stock !sland 10 Big COPP;II Key 4LD 2 81000 00000 000 B Lower Keys 9.0 170 Big CJpp11l Key to SugarloJI r,ev 2L 1 111400 24800 8.90 C Lower Keys 170 220 SUljarloaf Key to Cudloe ~,ey 2L 1 112400 00000 5.73 Cudloe Key 10 Summerland ve, 01 Lower Keys 220 240 Co'/e "drport 2L 1 1222:00 0:5400 10.17 Summerland Key Cove Airport 10 02 Lower Keys 24.0 25.0 Summerland Key 3L 1 12:24:00 000:00 0.00 03 Lower Keys 25.0 30.0 Summerland Key 10 Big P:ne r:e' 2L 1 12:38:00 0:0400 10.40 big r'ne Key to 'Nest E Lower Keys 30.0 340 Summerland Keys 2L 1 1826.00 540:00 17.40 West Summerland Keys 10 I F1 Lower Keys 34.0 352 Soan Ish Harbu "eys I 2L 1 18:28:00 0:0000 0.00 Spanish Haroor Keys to i3ahla F2 Lower Keys 352 36.S Honda Bndge 4LD 2 18:30:00 00000 0.00 banla Honaa tlnage to tlanla F3 Lower Keys 36.5 375 Honda Key 2L 1 18:3200 00000 000 G Middle Keys 37.5 470 Bahia Honda Key to Hog Key 2L 1 185200 0'00:00 0.00 H1 Middle Keys 470 48.0 Hog Key to Boot Key I 2L 1 18:54:00 0:0000 11.40 H2 Middle Keys 480 SO.2 Boot Key 10 Marathon 4L 2 18:58:00 0:00:00 0.00 11 Middle Keys 50.2 50.8 Marathon to Marathon Shores 5L 2 1 g:OO:OO 0:00:00 0.00 I clleltllUl1 01IUIt;:::i l I\c;y \""UIUI';dl 12 Middle Keys 50.8 54.0 Beach 4LO 2 19:0600 00000 0.00 J1 Middle Keys 54.0 545 Key Colomal Beach to Deer Key 4LD 2 1908:00 000:00 0.00 J2 Middle Keys 54.5 580 Deer Key 10 Grassy Key 2L 1 19:14:00 00000 13.13 K Upper Keys 58.0 740 Grassy Key to Malecumbe Harbc 2L 1 19:4800 0:02:00 1743 Malecumbe Hamor 10 T eatable L Upper Keys 74.0 80.0 Key 2L 1 20:52:00 05200 18:30 M1 Upper Keys 80.0 83.5 T eatable Key to Islamorada 3L 1 214400 04600 19.07 M2 Upper Keys 83.5 85.6 Isiamorada to Windley Kev 2L 1 2150:00 000:00 0.00 N Upper Keys 85.6 90.0 Wine ley Key to Planlalion ,~ey 2L 1 23:24:00 12400 20.97 0 Upper Keys 90.0 1000 Tavernier Key to Newoort Key 4LO 2 2344:00 000:00 2.93 p Upper Keys 100.0 105.0 Newoort Key 10 Sexton Cove 4LO 2 23:54:00 0:0000 14.27 Q Upper Keys 105.0 106:3 Sex tan Cove 10 Ralilesnake Key 4LO 2 23:5600 00000 20.37 R1 Upper Keys 106:3 126.5 Ratllesnake Key to Card Sound f 2U4L 1 2436:00 0.0000 0.00 R2 South Dade 126.5 HEFT Cara Sound Rd to HEF I 4LD 2 243800 000:00 17.07 106.3 Inl CR 905 / S Upper Keys CR 905 A LaKe Surpnse to Crocodile l_ake 2L 1 22:34:00 1.03 Ocean Reef Inl CR 905 / T Upper Keys CR 905 A T anlj!eRsh Key to Crocodile '_3ke 2L 1 758:00 144200 000 Int CR 905 / Crocodile Lake to South Miaml- I U Upper Keys CR 90S A US 1 Dade 2L 1 2306.00 1436.00 000 LEGEND: 2L = 2U4 L = 3L = 4L = 4LD = 5L = -~ jt J Monroe County, Florida Summary Table (Existing Roadway Network) Early Response Curve Hurricane Category 3.5 Two-lane facility Two lanes wilh short four-lane seclions lor passing purposes Three-lane facilily (cenler lane IS a two-way len-turn lanel Four-lane undiVided facility Four-lane diVided facility Five-lane facility (cenler lane IS a two-way len-turn 'ane' Monroe County, Florida Summary Table (Existing Roadway Network) Early Response Curve Hurricane CateQory 3-5 Milemarkers length Ve.r 2,000 Evacuation Background Area - ---~----- ----- - - -------- - -- - - - - -fR(;';~d;'-d-M;I-'-';1 LocationlOescription Total Vehicles Link From To Configuration Outbound lane. Traffic AI lower Keys 20 40 2 Key West 10 Slock Island 4L 2 2557 23474 A2 lower Keys 40 90 5 Slock Island to 81g CoPplM Key 4LD 2 2180 12523 B Lower Keys 90 17.0 " 8 Big Coppill Key to SUQanoaf Key 2L 1 1252 15905 C lower Keys 17.0 220 5 Sugarloaf Key to Cudioe Key 2L 1 959 lS371 Cudloe Key to Summerland Key Cove 01 lower Keys 220 24.0 2 Airport 2L 1 744 17417 Summertand Key Cove Airport to 02 lower Keys 24.0 250 1 Summerland Key 3L 1 744 1S770 03 lower Keys 250 30.0 S Summerland Key to Big PII1e Key 2L 1 930 159S5 E Lower Keys 30.0 34.0 4 Big PII1e Key to West Summerland Keys 2L 1 1050 21100 Wesl Summerland Keys to Spanish Fl lower Keys 34.0 3S.2 1 Harbor Keys 2L 1 1050 18502 Spanish Harbor Keys 10 Bahia Honda F2 Lower Keys 3S.2 36.S 1 Bridge 4LO 2 713 182S5 F3 Lower Keys 35.5 375 1 Bahia Honda Briage 10 Bahia Honda K.ey 2L 1 713 18255 G Middle Keys 37S 470 10 Bahia Honda Key 10 Hog Key 2L 1 1345 18887 H1 Middle Keys 47.0 480 1 Hog Key 10 Boot Key 2L 1 1345 22615 H2 Middle Keys 48.0 SO.2 2 Boot Key to Marathon 4L 2 971 22242 11 Middle Keys 50.2 50.8 1 Marathon to Marathon Shores 5L 2 971 22848 12 Middle Keys 50.8 540 3 Marathon Shores 10 Key Colonial Beach 4LO 2 971 22848 J1 Middle Keys S4.0 54.5 1 Key Colonial Beach to Deer Key 4LO 2 S97 23099 J2 Middle Keys 545 58.0 3 Deer Key 10 Grassy Key 2L 1 S97 23099 K Upper Keys S8.0 74.0 16 Grassy Key 10 Matecumbe Harbor 2L 1 870 25370 L Upper Keys 74.0 80.0 6 Malecumbe Harbor to T ealable Key 2L 1 1157 27637 M1 Upper Keys 80.0 83S 3 Teatable Key to Islamorada 3L 1 1295 29139 M2 Upper Keys 83.5 855 3 Islamorada 10 Windley Key 2L 1 1295 27774 N Upper Keys 856 90.0 S Windley Key 10 Plantalion Key 2L 1 800 32710 0 Upper Keys 90.0 1000 10 Tavernier Key to Newport Key 4LO 2 2185 35001 p Upper Keys 100.0 10S.0 5 Newport Key to Sexton Cove 4LO 2 2698 43205 Q Upper Keys 105.0 106.3 1 Sexton Cove to Rattlesnake Key 4LO 2 2698 41522 R1 Upper Keys 105.3 125.5 20 Rattlesnake Key to Card Sound Rd 2U4L 1 1479 34975 R2 South Dade 125.5 HEFT 1 Card Sound Rd to HEFT 4LO 2 lS97 41383 105.3 Int CR ~USI CR 3 S Upper Keys 905 A lake Surprise to CrOCodile lake 2L 1 1479 5924 T Ocean Reef int cR :JUS I CK 3 118 Upper Keys QO, ~ Tanglefish Key to Crocodile lake 2L 1 118 I ."W ~.. U Upper Keys 905 A US 1 15 Crocodile Lake to South Miami-Dade 2L 1 1360 7650 LEGEND: 2L = 2U4L = JL = 4L = 4LD = SL = ..~ . J Two-lane facility Two lanes wllh short four -lane seelions for passll1g purposes Three-lane facility (center lane is a PNo-way left-turn lane) Four-lane undiVided facility Four-lane diVided facility Five-lane facility (cenler lane is a ~vo-way left. turn lane) Monroe County, Florida Dwellin~ Unit Data KD/S EVAC % 2,000 - - - - - - -- - -- T -- ----- - -- --- -- ---- --- DU (1) : MHDU i TDU Key West MN01 100 14,471 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,182 616 469 2 MN01 100 1,354 377 195 3 MN02 100 1,608 94 268 4A MN02 100 2,790 392 601 4B MN02 100 21 0 0 5 MN02 100 2,7 90 288 511 6 MN02 100 303 18 279 7 MN03 100 6,108 676 1,500 Key Col Bch MN03 100 810 0 0 8 MN03 100 516 8 113 9 MN03 100 794 186 138 10 MN03 100 462 47 583 Layton MN04 100 206 0 0 11 MN04 100 351 127 401 12A MN04 100 877 0 471 13 MN04 100 1,206 72 585 12B MN05 100 256 28 0 14 MN05 100 3,423 103 423 15 MN05 100 1,890 264 134 16 MN06 100 1,904 327 625 17 MN06 100 1,787 4 593 18 MN06 100 3,002 649 647 19 MN06 100 658 1 93 20 MN06 100 1,121 376 491 22 MN06 100 59 1 38 21 MN07 100 1,748 3 185 (1) Reflects total dwelling units (including mobile homes and excluding tourists units) ED/A = PAED/Area EV AC = Evacuation Zone Number DU = % of Total Dwelling Units TOU = % of Seasonl Dwelling Units MHOU = % of Mobile Home Dwelling Units % = Portion of PAED/Area i + Page 1 ModeI5-00.xls j DwellingUnitData - ~ ~ 1 Monroe County, Florida MN Summaries II I , Milemarker 2,000 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,021 1,323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 7,512 792 1,759 Saddle Bunch Bridge 10 Knight Key Channel MN03 46 64 8,690 917 2,334 Knight Key Channel to Long Key Viaduct MN04 64 84 2,640 199 1.457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,569 395 557 Whale Harbor Channel to mllemarker 95 MN06 95 113 8,531 1.358 2.487 Alonq U.S. 1 MN07 106 ICWW 1,748 3 185 Alonq CR 905 / 905 A (Card Sound Road) ITOT AL I 52,7111 4,9871 14,3901 (1) Reflects total dwelling units (including mobil homes and excluding tau fists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHOU = % of Mobile Home Dwelling Units Page2Model5-00xls OwellingUnitOata Monroe County, Florida Input Parameters per Group 2000 ~Number Lower Keys I Middle Keys I Upper Keys Parameter 1 r 2 I 3 I 4 I 5 I 6 I 7 Number of People per M.H Unit ' 244 , 231 , , , , , , , 2.25 , 1.97 , 227 , 2.27 , 211 , , I , , , Number of People per Permt Unit 2.44 , 231 I 225 , 1.97 , 2.27 , 2.27 , 2.11 , , , , , , , , , , Number of People per Tourist Unit 2.90 , 376 2.75 i 2.53 I 300 , 300 , 300 , , , , , Number of Vehicles per Unit 1 35 , 176 139 , 165 , , , , , , 1.76 , 161 , 1.58 , , I r , Number of Vehicles per TOUrist Unit 104 , 1.04 1.05 1.10 i 1.10 , 1.10 j 1.10 , : , , % Participation of MH. Units 90.00 , 90.00 90.00 90.00 9000 , 90.00 : 9000 I , , % Participation of Other Units 4500 , 45.00 68.00 7500 75.00 , 7500 r 7500 , , , , , , % Occupancy of DwellingUnits 86.00 , 7100 69.00 5700 66.00 i 65.00 i 42.00 , : ! , % Participation by Tourists Units at Risk 100.00 , 100 00 I , , 100.00 100.00 100.00 I 100.00 , 100.00 I , , % Occupancy ofT ourist Units 12.00 , 64.00 64.00 70.00 70.00 , 70.00 , 70.00 , , I , , , , % Distribution Public Shelters (Residents) 0.00 I 0.00 , 0.00 000 I 0.00 i 0.00 i 0.00 , , I , (Perm. Residents) Friend/Relative 25.00 , 25.00 , 20.00 15.00 15.00 , 15.00 , 15.00 , I , , , , , , Hotel/Motel 000 i 0.00 i 0.00 000 0.00 i 0.00 i 0.00 : I : , : Out of County 7500 : 7500 : 80.00 : 8500 85.00 ; 85.00 : 8500 , I , % Distribution Public Shelters (Tourists) 0.00 , 0.00 0.00 0.00 0.00 I 0.00 , 0.00 , , , (T ourists) Friend/Relative 0.00 0.00 0,00 0.00 0.00 , 0.00 000 , Hotel/Motel 0.00 000 0.00 0.00 0.00 , 0.00 0.00 , I Out of County 100 00 100.00 100.00 10000 100.00 I 100.00 100.00 , , Vehicle Usage % 6900 6900 70.00 71.00 71.00 : 7100 71.00 , Tourist Vehicle Usage % 100,00 I 10000 100.00 100.00 100.00 , 100.00 100.00 , , , Hurricane Category (1-2) enter 1 (3-5) enter 2 I f J Monroe County, Florida Summary Table (Existing Roadway Network) Normal Response Curve Hurricane Cateaorv 1-2 Milemarkers Year 2,000 Evacuation Evacuation Bottleneck I Hours wit~ Area ------------- ------------ L oc ationlOescnption From To Configuration Outbound Lanes Time Delay I Backup Link A1 Lower Keys 2.0 40 Kef,West to Slock Island 4L 2 120000 i 0.00 A2 Lower Keys 4.0 9.0 Slock Island :0 Big COPPIIl Key 4LD 2 121000 00000 0.00 B Lower Keys 9.0 170 Big CODPIIl Key to Sugarloaf Key 2L 1 12:2600 00000 3.07 C Lower Keys 170 220 Sugarloai Key to Cudloe Key 2L 1 1236:00 000:00 3.50 Cu:JiOe Key to Summerland Key 01 Lower Keys 220 240 Cove Alrcort 2L 1 12:40:00 00000 4.73 Summerland Key Cove Airport to 02 Lower Keys 24.0 250 Summerland Key 3L 1 1242:00 00000 000 03 Lower '<eys 250 30.0 Summerland Key to Big Pine Ke' 2L 1 12:5200 00000 483 tJlg f'lne ":,ey 10 West E Lower Keys 30.0 340 Summerland Keys 2L 1 14:52:00 152:00 1333 I 'Nest Summerland Keys to Fl Lower Keys 340 352 Soanlsh Harbor Keys 2L 1 14:5400 00000 000 Soanlsh Har:oor Keys 10 Bahia I F2 Lower '<eys 35.2 365 Honaa Bndge 4LO 2 1456:00 000:00 000 I tlanla Honaa tlrldge to tlanla F3 Lower Keys 36.S 375 Honda ,Key 2L 1 14:5800 0:00:00 000 G Middle Keys 37.5 470 Bahia Honda Key 10 Hog Key 2L 1 15:18:00 0:0000 0.00 H1 Middle Keys 470 480 Hog Key to Bool Key 2L 1 15:20:00 000:00 5.67 H2 Middle Keys 48.0 50.2 Boot Key to Maralhon 4L 2 15:24:00 0:00:00 000 11 Middle Keys 50.2 50.8 Maralhon 10 Marathon Shores 5L 2 15:26:00 0:00:00 0.00 ; IVlal al lUll ,:)I!V t::~ tV r\ey ......UIUlllal 12 Middle Keys 50.8 540 Beach 4LD 2 153200 0:00:00 0.00 J1 Middte Keys 54.0 54.5 Key Colonial Beach to Deer Key 4LO 2 153400 0:00:00 0.00 J2 Middle Keys 545 58.0 Deer Key 10 Grassy Key 2L 1 1540:00 0:0000 717 K Upper Keys 580 740 Grassy Key 10 Malecumbe Harbc 2L 1 1612:00 0:00:00 I 12.S3 Matecumbe Harbor to T eatable L Upper Keys 740 80.0 Key 2L 1 16:54:00 0:30:00 14.20 M1 Upper Keys 80.0 83.5 T ealable Key to Islamorada 3L 1 1738:00 038:00 14.90 M2 Upper Keys 83.5 85.6 Islamorada to Windley Key 2L 1 17:44:00 0:00:00 0.00 N UDper Keys 856 90.0 Windley Key 10 Plantation Key 2L 1 18:52:00 0:58:00 15.87 0 Upper Keys 90.0 100.0 Tavernier Key !o Newport Key 4LO 2 19:12:00 000:00 0.00 p Upper K.eys 100.0 105.0 Newcort Key to Sexton Cove 4LD 2 19:22:00 000:00 9.77 Q Upper Keys 105.0 1063 Sexton Cove 10 Raltlesnake Key 4LD 2 19:2400 00000 14.30 R1 Upper K.eys 1063 126.5 Ralllesna,e Key 10 Card Sound f 2U4L 1 20:0400 0:00:00 000 R2 Soulh Dade 126.5 HEFT Card Sound Pd to HEFT 4LD 2 200600 0:00:00 10.10 106.3 Inl CR 905 / S Upper Keys CR 90S A Lake Surpnse to Crocodile Lake 2L 1 170400 103 Ocean Reef Int CR 90S / T Upper Keys CR 905 A T anglefisn Key to Crocodile Lake 2L 1 1158:00 51200 000 In! CR 905/ Crocoaile Lake 10 South Miami- U Upper Keys CR 905 A US 1 Dade 2L 1 17)600 S.0600 0.00 LEGEND: 2L ~ 2U4L = T>;J()-Iane faCility Two lanes 'Mth short four-lane seclions for passing purposes Three-lane facilily (center lane IS a two-way leN-turn iane) Four-lane undiVided faCility Four-lane diVided faCility Five-lane facility (cenler lane IS a two-wal'eN-lure :alle) 3L ;: 4L = 4LD = SL = -f J Monroe County, Florida Summary Table (Existing Roadway Network) Normal Response Curve Hurricane Cateqorv 1-2 Milemarkers Length Year 2.000 Evacuation Background Area -------.------- ----------------- -[Ro-';';de-ci-Miies) LocationlOescription Total vehic: Link From To ConFiguration Outbound Lanes Traffic AI Lower Keys 2.0 40 2 KeyW~st :0 Stock island 4L 2 2667 18362 A2 Lower Keys 40 90 5 Sloe, Island :0 Big Coppllt Key ~LD 2 I 2180 10068 B Lower Keys 90 170 " 8 Big CoPPllt oey 10 Suoarloaf Key 2L 1 1262 13073 C Lower Keys 170 220 5 Sua arloaf Key ',0 Cudloe Key 2L I 959 11942 Cudioe Key to Summerland Key Cove D1 Lower Keys 220 240 2 Airport 2L 1 744 13726 Summerland Key Cove Airport 10 D2 Lower Keys 240 250 1 Summerland Key 3L 1 744 12417 03 Lower Keys 2S0 30.0 5 Summerland Key to Big Pine Key 2L 1 930 12603 E Lower Keys 30.0 340 4 Big Pine Key 10 'Nest Summerland Keys 2L 1 1060 15900 West Summerland Keys to Spanish F1 Lower Keys 340 35.2 1 Harbor Keys 2L 1 1060 14680 Spanish Haroor Keys 10 Bahia Honda F2 Lower Keys 352 36S 1 Bridge 4LO 2 713 14333 F3 Lower Keys 36.5 37S 1 Bahia Honda Bndge 10 Bahia Honda Key 2L 1 713 14333 G Middle Keys 375 470 10 Bahia Honda Key 10 Hog Key 2L 1 1345 14965 H1 Middle Keys 470 48.0 1 Hog Key to Bool Key 2L 1 1345 17731 H2 Middle Keys 48.0 SO.2 2 Boot Key 10 Marathon 4L 2 971 173S7 11 Middle Keys 50.2 SO.8 1 Marathon 10 Marathon Shores 5L 2 971 17758 12 Middle Keys 50.8 540 3 Marathon Shores to Key Colonial Beach 4LD 2 971 17762 J1 Middle Keys S4.0 54S 1 Key ColOnial Beach 10 Deer Key 4LD 2 597 17861 J2 Middle Keys 54.S S80 3 Deer Key 10 '3rassy Key 2L 1 597 17861 K Upper Keys 58.0 74.0 16 Grassy Key 10 Malecumbe Harbor 2L 1 870 20026 L Upper Keys 74.0 80.0 6 Matecumbe Harbor to T eatable Key 2L 1 1157 21568 M1 Upper Keys 80.0 83.5 3 Teatable Key to Islamorada 3L 1 I 129S 22806 M2 Upper Keys 83.5 8S6 3 Islamorada 10 Windley Key 2L 1 129S 21706 N Upper Keys 85.6 90.0 5 Windley Key to Plantation Key 2L 1 800 25147 0 Uoper Keys 90.0 1000 10 Tavernier Key to Newport Key 4LD 2 2186 27189 P Upper Keys 100.0 105.0 S Newoort Key to Sexton Cove 4LO 2 2698 33801 Q Upper Keys 105.0 106.3 1 Sexton Co'Je to Rattlesnake Key 4LD 2 2698 32566 I R1 UDper Keys 106.3 126S 20 Rattlesnake Key to Card Sound Rd 2U4L 1 1479 27614 R2 South Dade 126S HEFT 1 Card Sound Rd to HEFT 4LD 2 1597 32023 Int CR 905 I CR S Upper Keys 106.3 qno; , 8 Lake SurDnse 10 Crocodile Lake 2L 1 1479 5229 Ocean Reef Inl CR ~OSI CR 3 T Upper Keys ano; A T anglef'sh Key 10 Crocodile Lake 2L 1 118 118 I"" \...K':1VO; \..,K U Upper Keys 905 A US 1 16 Crocodile Lake 10 South Miami-Dade 2L 1 1360 5652 I j j LEGEND: 2L = 2U4L = 3L = 4L = 4LO = SL = Two-lane facilily Two lanes with short four-lane sections for passm9 purposes Three-lane facilily (center lane is a two-way left-Iurn lane) Four-lane undivided facilily Four-lane diVided facility Five-lane facllily (cenler lane IS a two-way left-Iurn lane) Monroe County, Florida Dwellinq Unit Data KD/S EVAC % 2,000 - - - - - - ---- -T- - - - - --- - - - - - - - - - -- - -- DU (1) : MHDU : TDU Key West MNOl 100 14.471 330 4,947 Tortugas MNOI 100 5 0 0 REM Islands MNOI 100 9 0 0 1 MN01 100 2,182 616 469 2 MNOi 100 1,354 377 195 3 MN02 100 1,608 94 268 4A MN02 100 2,790 392 601 48 MN02 100 21 0 0 5 MN02 100 2,790 288 611 6 MN02 100 303 18 279 7 MN03 100 6,108 676 1,500 Key Col Bch MN03 100 810 0 0 8 MN03 100 516 8 113 9 MN03 100 794 186 138 10 MN03 100 462 47 583 Layton MN04 100 206 0 0 11 MN04 100 351 127 401 12A MN04 100 877 0 471 13 MN04 100 1,206 72 585 128 MN05 100 256 28 0 14 MN05 100 3,423 103 423 15 MN05 100 1,890 264 134 16 MN06 100 1,904 327 625 17 MN06 100 1,787 4 593 18 MN06 100 3,002 649 647 19 MN06 100 658 1 93 20 MN06 100 1,121 376 491 22 MN06 100 59 1 38 21 MN07 100 1,748 3 185 (1) Reflects total dwelling units (including mobile homes and excluding tourists units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAEO/Area .~ ~ Page! MorJel500 xis DwellingUnilDala J t ~ ,. Monroe County, Florida MN Summaries I I Milemarker 2,000 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18021 1.323 5,611 Key West to Saddle Bunch Channel Bridge M~102 13 46 7.512 792 1.759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8.690 917 2.334 Knight Key Channel 10 Long Key Viaduct MN04 64 34 2,640 199 1.457 Long Key Viaduct 10 Whale Harbor Channel ,IAN05 84 95 ., 5,569 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8.531 1,358 2.487 Along U.S. 1 MN07 106 ICWW 1.748 3 185 Alonq CR 905 / 905 A (Card Sound Road) IrOT AL I 52,711 i 4,9871 14,3901 (1) Reflects lotal dwelling units (including mobil homes and excluding tourists units) EVAC = Evacuation Zone Number OU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units Page2Model5-00xls II DwellingUnilOata Monroe County, Florida Input Parameters per Group 2000 ~Number Lower Keys I Middle Keys I Upper Keys Parameter _ 1 I 2 I 3 I 4 I 5 I 6 I 7 Number of People per MH Unit ~'244 , 2.31 , 225 , , , , , , 1 A~ , 2.27 , 2.27 , 211 , , , ! 'j( , , , Number of People per Permt Unit 244 , 2.31 , 2.25 , 197 , 2.27 , 2.27 , 2.11 , , , , , , , , , , , , Number of People per Tourist Unit 2.90 , 376 i 275 , 253 , 300 i 300 , 300 , , , , , , Number of Vehicles per Unit 1 35 , 1.76 , 139 , , , , , , , 1 55 , 176 I 161 , 158 , , , , I , Number of Vehicles per Tourist Unit 104 , 104 105 , 110 , 1.10 i 1 10 , 1.10 , , , , , , % Participation of M.H. Units 9500 , 95.00 95.00 , 9500 , 9500 i 9500 , 9500 , , , , , % Participation of Other Units 60.00 , 6000 80,00 , 85.00 , 85.00 , 85.00 , 85.00 , , , , , , , , , , % Occupancy of DwellingUnjts 86.00 , 7100 69,00 , 5700 i 6600 i 65.00 i 42.00 : , : , , % Participation by Tourists Units at Risk 10000 , 100,00 100.00 , , 100.00 , 100.00 , , 100.00 , , . 100 00 , , , I , % Occupancy of Tourist Units 72.00 , 6400 64.00 , lOCO , 70.00 , 70.00 , 7000 , , , , , , , , % Distnbution Public Shelters (Residents) 000 I 000 0.00 000 , 0.00 i 0.00 0.00 , ; , , (Perm. Residents) Friend/Relative 500 , 5.00 5.00 000 , 0.00 I 0.00 000 , , I , , I Hotel/Motel 000 i 0.00 0.00 000 , 0.00 I 0.00 0.00 , i , , , Out of County 95.00 : 95.00 9500 10000 , 100,00 i 100.00 100.00 , , , % Distribution Public Shelters (Tourists) 0.00 , 0.00 0.00 0.00 , 0.00 , 0.00 0.00 , , , , , , (Tourists) Friend/Relative 0.00 i 0.00 0.00 000 i 0.00 i 0.00 0.00 I I , , Hotel/Motel 000 , 0.00 0.00 , , 0.00 , , 000 I 0.00 , , 0.00 , , , , Out of County 100.00 I 100.00 100.00 10000 , 100.00 I 100.00 , 100.00 , I I , , , , I , Vehicle Usage % 69.00 i 69.00 70.00 i 7100 i 71.00 i 71.00 i 71.00 I , I , , Tourist Vehicle Usage % 100.00 , 100 00 100.00 , 100.00 , 100.00 I 100.00 , 100.00 , , I , , , , , I , Hurricane Category (1-2) enter 1 (3-5) enter 2 , J Monroe County, Florida Summary Table (Existing Roadway Networkl Normal Response Curve Hurricane Category 3.5 Milemarkers Year 2,000 Evacuation Evacuation Bottleneck Hours with Area ------------- ------------- LocationlDescnption Link From To Configuration Outbound Lanes Time Delay Backup A1 Lower ~eys 20 4.0 Kay'West to Slock Island 4L 2 12:00:00 000 A2 Lower Keys 40 gO Slocksiand 10 81g COPPllt Key 4LD 2 12:10:00 0:0000 000 B Lower Keys 90 170 Big COCDltt Key to Sugarloaf Key 2L 1 12:26:00 00000 6.90 C Lower Keys 170 220 Suganoaf Key 10 Cudioe Kay 2L 1 12:36:00 00000 6.97 Cudrca '".ey to Summerland Key 01 LOYv'€r t'<eys 220 240 Cove ArrlXln 2L 1 12:4000 00000 9.90 Summerland Key Cove "rrpon to 02 Lower Keys 240 2S0 Summenand Key 3L 1 12:42:00 0:00.00 0.00 03 Lower Keys 250 30.0 Sumrr,erland Key 10 Big Pine Ke. 2L 1 12:52:00 0:00:00 10.03 I tJlg C'rne r\ey to West E Lower Keys 30.0 340 Summerland Keys 2L 1 18:38:00 S:38:00 17.60 WeSI Summerland Keys to F1 Lower Keys 34.0 352 Spanish Harbor '<eys 2L 1 18:40:00 000:00 0.00 Spanls~ ,"arbor i<eys to Bahia F2 Lower Keys 35.2 36.S Honda Bndge 4LO 2 18:4200 0:0000 0.00 tJanla honda tmdge to banla F3 Lower Keys 36.5 37.5 Hond a Key 2L 1 18:44:00 000:00 0.00 G Middle Keys 375 470 Bahia Honda Key 10 Hog Key 2L 1 19:04:00 0:0000 0.00 H1 Middle Keys 47.0 48.0 Hog Key 10 Bool Key 2L 1 190600 0:0000 11.40 H2 Middle Keys 480 50.2 Boot Key 10 Marathon 4L 2 19:10:00 0:00:00 0.00 11 Middle Keys 50.2 50.8 Marathon 10 Maralhon Shores 5L 2 19:12:00 0:00:00 0.00 I\lld auiUfl -..JlIUIC:::::' tV I\r;;;;y l.,VIVIIIQI 12 Middle Keys 50.8 540 Beach 4LD 2 19:18:00 0:00:00 0.00 J1 Middle Keys 54.0 54.5 Key Colonial Beach 10 Deer Key 4LD 2 1 9:20:00 0:0000 I 0.00 J2 Middle Keys 54.5 58.0 Deer Key to Grassy Key 2L 1 19:26:00 0:00:00 1303 K Upper Keys S8.0 74.0 Grassy Key 10 Matecumbe Harbc 2L 1 19:58:00 0:00:00 17.57 MalecumDe Harbor to I ealable L Upper Keys 74.0 80.0 Key 2L 1 21 :00:00 0:50:00 18.43 M1 Upper Keys 80.0 83.5 T eatable Key to Islamorada 3L 1 21:56:00 0:5000 19.27 M2 Upper Keys 83.5 85.6 Islamorada 10 Windley Key 2L 1 22:0200 0:00:00 0.00 N Upper Keys 85.6 90.0 Windley Key to Plantation Key 2L 1 23:36:00 12400 20.90 0 Upper Keys 90.0 1000 T avemer Key to Newoort Key 4LD 2 23:5600 0:0000 0.30 p Upper Keys 1000 1050 Newport Key to Sexton Cove 4LD 2 240600 0:00:00 14.10 Q Upper Keys 105.0 106.3 Sexton Cove to Ratllesnake Key 4LD 2 2408:00 0:00:00 20.17 R1 U Dper Keys 106.3 1265 Rattlesnake Key to Card Sound 2U4L 1 24:48:00 0:00:00 000 R2 Soulh Dade 126.5 HEFT Card Sound Rd 10 HEFT 4LD 2 24S0:00 0:00:00 16.23 106.3 Int CR 905 / S Upper Keys CR 905 A Lake Surcnse to Crocodile Lake 2L 1 22:24:00 103 Ocean Reei Inl CR 905 / T Upper Keys CR 905 A T anglensh Key to CroCOdile Lake 2L 1 1158:00 103200 000 Inl CR 905 I Crococile Lake to South Mlaml- U Upper Keys CR 905 A US 1 Dade 2L 1 22:S600 1026.00 000 , J. .. LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = Two-lane facility Two lanes ""Ih snon four-lane sections for passlOg purposes Three-lane facllily (cenler lane IS a two-way left-turn lane) Four-lane undivided faCility Four-lane divided faCility Five-lane faclllly (cenler lane IS a two-way left-Iurn lanel Monroe County, Florida Summary Table (Existing Roadway Network) Normal Response Curve Hurricane Cateqorv 3.5 Milemarkers length locationlDescription Year 2.000 Evacuation Background Area --------------- ----------------- -[Ro-u-~;f._d-M;i._s) T olal Vehicles link From To ConnguratlOn Outbound lanes Traffic A1 Lower Keys 2.0 40 2 Key 'Nest to Stock Island 4L 2 2667 23474 A2 Lower Keys 4.0 90 5 Stock Island 10 Blo Coppin Key 4LD 2 2180 12623 8 Lower Keys 9.0 17.0 " a Bio COPpl1t Key to Suoarloaf Key 2L 1 1262 16906 C Lower Keys 170 220 S Suoarloaf Key 10 Cudioo Key 2L 1 959 15S61 I Cudioe Key to Summerland Key Coye 01 Lower Keys 220 24.0 2 Airport 2L 1 744 17607 Summerland Key Coye Airport 10 02 Lower Keys 240 2S.0 1 Summerland Key 3L 1 744 15960 03 Lower Keys 25.0 30.0 5 Summerland Key to Blo Pine Key 2L 1 930 16146 E Lower Keys 30.0 340 4 Big Pine Key to West Summer1and Keys 2L 1 1060 21289 West Summerland Keys to Spanish Fl cower Keys 34.0 352 1 Harbor Keys 2L 1 1060 18792 Spanish Harbor Keys to Bahia Honda F2 I...ower Keys 352 36.5 1 Bridge 4LD 2 713 18445 F3 Lower Keys 36S 37.5 1 Bahia Honda Bridge to Bahia Honda Key 2L 1 713 18445 G Middle Keys 37.5 470 10 Bahia Honda Key to Hog Key 2! 1 1345 19077 Hl Middle Keys 47.0 48.0 1 Hog Key to Boot Key 2L 1 1345 22806 H2 Middle Keys 48.0 50.2 2 Boot Key to Mar athon 4L 2 971 22432 11 Middle Keys 50.2 50.8 1 Marathon to Marathon Shores 5L 2 971 23038 12 Middle Keys 50.8 540 3 Marathon Shores to Key Colonial Beach 4LD 2 971 23038 Jl Middle Keys S40 545 1 Key Colonial Beach to Deer Key 4LD 2 597 23288 J2 Middle Keys S4.S S80 3 Deer Key 10 Grassy Key 2L 1 S97 23288 K Upper Keys S8.0 74.0 16 Grassy Key 10 Matecumbe Harbor 2L 1 870 26060 L Upper Keys 740 80.0 6 Matecumbe Harbor to Teatable Key 2L 1 11S7 27826 Ml Upper Keys 80.0 835 3 T eatable Key to Islamorada 3L 1 1295 29328 M2 Upper Keys 83S 856 3 Islamorada to Windley Key 2L 1 1295 27964 N Upper Keys 85.6 90.0 S Windley Key 10 Plantation Key 2L 1 800 32900 0 Upper Keys 90.0 100.0 10 Tavernier Key to Newport Key 4LD 2 2186 3S190 P Upper Keys 1000 10S.0 5 Newport Key 10 Sexton Coye 4LD 2 2698 43396 0 Upper Keys 105.0 106.3 1 Sexton Coye 10 Rattlesnake Key 4LD 2 2698 41812 Rl Upper Keys 106.3 1265 20 Rattlesnake Key to Card Sound Rd 2U4L 1 1479 35217 R2 Soulh Dade 126.5 HEFT 1 Card Sound Rd to HEFT 4LO 2 1S97 41S73 tnt CK ~U51 CK S U Dper Keys 106.3 on, A 8 Lake Surpr:se to CrOCodile Lake 2L 1 1479 6871 tnt CR 9051 CR T anolefish Key 10 Crocodile Lake T UDper Keys Ocean Reef on, ^ 3 2L 1 118 118 ,Inl'--K;J\)~ " U Upper Keys 905 A US 1 16 Crocodile Lake to South Miami-Oade 2L 1 1360 7598 LEGEND: 2L 0 2U4L 0 3L 0 4L 0 4LD 0 5L 0 Lvo-iane facility ,wo lanes wllh short four-lane seclions for passing purposes Three-lane facility (center lane is a ~No-way left-turn lane) Four-lane undivided facility Four-lane diYlded facility F"e-iane facility (center lane IS a tNo-way left-Iurn lane) J . J Monroe County, Florida Dwellina Unit Data KD/S EVAC % 2,000 - - - - - - - - ---r- - -- - ---- --r--- - - - - - -- DU (1) : MHDU : TDU Key Wesl MN01 100 14,471 330 4,947 TOrlugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,182 616 469 2 MN01 100 1,354 377 195 3 MN02 100 1,608 94 268 4A MN02 100 2,790 392 601 48 MN02 100 21 0 0 5 MN02 100 2,790 288 611 6 MN02 100 303 18 279 7 MN03 100 6,108 676 1,500 Key Col Bch MN03 100 810 0 0 8 MN03 100 516 8 113 9 MN03 100 794 186 138 10 MN03 100 462 47 583 Layton MN04 100 206 0 0 11 MN04 100 351 127 401 121l, MN04 100 877 0 471 13 MN04 100 1,206 72 585 12B MN05 100 256 28 0 14 MN05 100 3,423 103 423 15 MN05 100 1,890 264 134 16 MN06 100 1,904 327 625 17 MN06 100 1,787 4 593 18 MN06 100 3,002 649 647 19 MN06 100 658 1 93 20 MN06 100 1,121 376 491 22 MN06 100 59 1 38 21 MN07 100 1,748 3 185 (1) Reflects total dwelling units (including mobile homes and excluding tourists units) ED/A = PAEDIArea EV AC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area J Page1 ModeI5-00.xls DwellingUnitData J II Monroe County, Florida MN Summaries I I Milemarker 2,000 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,021 1,323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 7,512 792 1759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,690 917 2,334 Knight Key Channel to Long Key Viaduct MN04 64 84 2,640 199 1,457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,569 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,531 1,358 2,487 Alonq U.S 1 MN07 106 ICWW 1,748 3 185 Alonq CR 905 /905 A (Card Sound Road) ITOTAL I 52,711 i 4,9871 14,3901 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units ~ l , Page2Model5-00xls ,J II DwellingUnitData Monroe County, Florida Input Parameters per Group 2000 ~Number Lower Keys T Middle Keys I Upper Keys Parameter 1 I 2 T 3 I 4 I 5 I 6 I 7 .~.. 244 , , , Number of People per M.H Unit , 231 , 2.25 , 1 97 , 227 2.27 211 , I , , Number of People per Permt Unit 2.44 , 2.31 , 2.25 , 197 , 2.27 2.27 2.11 , , , , , , , , Number of People per Tourist Unit 2.90 , 376 , 275 , 253 , 300 3.00 3.00 , , , , Number of Vehicles per Unit 135 , 1 76 , 139 , , 1.76 1.61 , , , 165 , 1.58 , , , , Number of Vehicles per Tourist Unit 104 , 104 , 1.05 , 1 10 , 1.10 1.10 1.10 , , , : % Participation of M.H. Units 9000 , 90.00 i 90.00 , 90.00 , 90.00 90.00 90.00 , , , , % Participation of Other Units 45.00 , 45.00 , 6800 , 7500 , 75.00 75.00 75.00 , , I I , , , % Occupancy of OwellingUnits 8600 , 71.00 , 6900 , 5700 6600 65.00 42.00 , , : : ; % Participation by Tourists Units at Risk 100.00 , 100.00 , 100.00 , , , , 100.00 100.00 100.00 100.00 , , , % Occupancy of Tourist Units 7200 , 6400 , 6400 , 7000 7000 7000 7000 , , , , , % Distribution Public Shelters (Residents) 000 , 0.00 , 0.00 000 000 0.00 i 0.00 , , (Perm. Residents) Friend/Relative 2500 , 2500 , 20.00 15.00 1500 15.00 15.00 , , I , , Hotel/Motel 0.00 i 000 i 0.00 000 I 0.00 0.00 000 : : , ; , Out of County 7500 : 7500 ; 80.00 85.00 : 85.00 85.00 85.00 , , , % Distribution Public Shelters (Tourists) 0.00 , 0.00 , 0.00 000 , 0.00 0.00 0.00 I I , , , , (Tourists) Friend/Relative 000 i 0.00 0.00 000 , 0.00 I 0.00 0.00 , , I ; Hotel/Motel 0.00 , 0.00 000 , I 0.00 I 0.00 , 0.00 I 0.00 I I I Out of County 100.00 I 100.00 100.00 100.00 , 100.00 I 100.00 100 00 , , , , , , Vehicle Usage % 69.00 i 69.00 70.00 71.00 i 71.00 i 71.00 71.00 , , I Tourist Vehicle Usage % 100.00 , 100.00 100.00 100.00 , 100.00 I 100.00 100 00 , , I I , I Hurricane Category (1-2) enter 1 (3-5) enter 2 J Monroe County, Florida Summary Table (Existing Roadway Network) Late Response Curve Hurricane Cateaorv 1-2 Milemari<ers , Hours with ------------- -------- n_ LocationJOescriptlOn Year 2.000 Evacuation Evacuation I Bottleneck Area From To Configuration Outbound Lanes Time Delay Backup Link A1 Lower Keys 20 40 Key-:W5sl :0 Stock Islane 4L 2 1600:00 000 A2 Lower Keys 40 9.0 Slack Island 10 Big COPPIIt Key 4LD 2 16:1000 00000 000 B Lower Keys 9.0 170 Big COOOIII Key 10 Sugarioaf Key 2L 1 16:26:00 00000 000 C Lower Keys 17.0 220 Sugarloaf Key to Cudjoe v,ey 2L 1 163600 00000 000 Cudioe Key to Summerland (ey 01 Lower Keys 220 24.0 Cove Airport 2L 1 1640.00 0:0000 000 Summerian,j Key Cove "Irport '0 02 Lower Keys 240 25.0 Summeriand Key 3L 1 1642:00 0:00:00 000 03 Lower Keys 2S.0 30.0 Summeriano Key to Big Pine Ke, 2L 1 16:5200 0:00:00 0.00 81g I-'Ine Key 10 'Nest E Lower Keys 30.0 34.0 Summerland Keys 2L 1 1700:00 0:00:00 400 Wesl Summerland Keys to F1 Lower Keys 340 352 Spanish HarDer '-eys 2L 1 17:02:00 0:0000 000 Soanlsn harGcr,(eys 10 Bahia F2 Lower Keys 35.2 365 Honda Bridge 4LD 2 1704 :00 0:00:00 0.00 B'anla honoa tJfloge 10 tJanla F3 Lower Keys 36.5 375 Honda Key 2L 1 17.0600 000:00 000 G Middle Keys 37.5 470 Bahia Honda Key 10 Hog Key 2L 1 1726:00 0:0000 0.00 H1 Middle Keys 47.0 48.0 Hog Key to Bool Key 2L 1 1728:00 000:00 0.00 H2 Middle Keys 48.0 50.2 Bool Key to Maralnon 4L 2 1732:00 000:00 0.00 11 Middle Keys 50.2 50.8 Maralhon to Maralhon Shores SL 2 173400 0:00:00 000 1V'0 dlllvl ""VI", 'v ""1 \"'UIUlllo' 12 Middie Keys 50.8 54.0 Beach 4LD 2 17:4000 000:00 0.00 J1 Middle Keys 54.0 545 Key Colomal Beach to Deer Key 4LD 2 17:42:00 0:00:00 0.00 J2 Middle Keys 54.5 58.0 Deer Key 10 Grassy Key 2L 1 17:48:00 0:00:00 040 K Upper Keys 58.0 74.0 Grassy Key to Malecumbe Ha~ 2L 1 182000 00000 4.10 Malecumbe Harbor to I ealable L Upper Keys 74.0 80.0 Key 2L 1 1832:00 0:00:00 7.67 M1 Upper Keys 80.0 83.S Tealable Key to Islamorada 3L 1 1838.00 0:00:00 12.70 M2 Upper Keys 83.5 85.6 Islamorada 10 Windley Key 2L 1 18:44:00 0:00:00 0.00 N Upper Keys 85.6 90.0 Windley Key to Piantation Key 2L 1 19:16:00 0:2200 15.83 0 Upper Keys 90.0 1000 Tavernier Key to Newport Key 4LD 2 1936:00 000:00 0.00 p Upper Keys 100.0 105.0 Newport Key 10 Sexton Cove 4LD 2 19:46:00 000:00 3.27 Q Upper Keys 105.0 1063 Sexton Cove 10 Raltlesnake Key 4LD 2 19:48:00 00000 1440 R1 Upper Keys 1063 126.5 Raltlesnake Key to Card Sound, 2U4L 1 20:2800 0:0000 0.00 R2 South Dade 126.5 HEFT Card Sound Rd 10 HEFT 4LD 2 203000 0.0000 11.S7 1063 1.11 CR 905 ! S Upper Keys CR 905 A Lake Surprise to Crocodile Lake 2L 1 18:12:00 103 Ocean Reef 1.11 CR 905 I T Upper Keys CF< 905 A T angtefish Key 10 Crocodile Lake 2L 1 1558:00 22000 0.00 1.11 CR 905 I Crocodile Lake to South Mlaml- U Upper Keys CR 905 A US 1 Dade 2L 1 184400 21400 000 -: ! LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = Two-lane facilily Two lanes Wllh short four-lane seclions lor passing purposes Three-lane facilily (cenler lane IS a '!-No-way left-turn lane) Four-lane undivided facllily Four-lane diVided facilily Five-lane facil,ly (center lane IS a '!-No-way left-turn lac.e: Monroe County, Florida Summary Table (Existing Roadway Network) Late Response Curve Hurricane Cateqory 1-2 Milemarkers Len gth LocationlDescription Year 2,000 Evacuation Background Area ----- ------ .-.- -- ~------- ---- --- -CRoU~d~-d-M;le;) Total Vehicles Link From To Configuration Outbound Lanes Traffic A1 Lower Keys 20 40 2 Key 'Nesl '0 Slock Island 4L 2 2667 18362 A2 Lower Keys 40 90 5 Stock !sland to Blq CoPPltt Key 4LO 2 2180 10068 B Lower Keys 90 170 ,;,.." 8 Big CuDP,11 Key 10 Sunarloa! Key 2L 1 1262 13073 " C Lower Keys 17.0 220 5 Suqarloal Key 10 Cud!oe Key 2L 1 9S9 12120 Cud!oe Key to Summerland Key Cove 01 Lower Keys 220 240 2 Alrpcn 2L t 744 13903 Surr,merland r<.ey c.ove ,Alfport to 02 Lower Keys 240 250 1 Summecand Key 3L 1 744 12S94 03 I_ower Keys 250 30.0 5 SUnlfT',ei!and Key ;0 8:g Pine Key 2L 1 930 12780 E Lower Keys 30.0 340 4 B'g Pine Key 10 'IIesl Summerland Keys 2L 1 1060 16097 West Summerland Keys 10 Spanish F1 Lower Keys 34.0 3S2 1 Harbor Keys 2L 1 1060 14877 Spanls.1 Harbor Keys 10 Bahia Honea F2 Lower Keys 3S.2 365 1 Bridge 4LO 2 713 14530 F3 Lower Keys 36.5 37.5 1 Bahia Honda Bndge 10 Bahia Honda Key 2L 1 713 14530 G Middle Keys 375 47.0 10 Bahia Honda Key 10 Hog Key 2L 1 1345 15162 H1 Middle Keys 470 480 1 Hog Key to 2001 Key 2L 1 1345 17928 H2 Middle Keys 48.0 50.2 2 Bool Key 10 Marathon 4L 2 971 17S54 11 Middle Keys 50.2 SO.8 1 Marathon 10 Marathon Shores 5L 2 971 17955 12 Middle Keys 50.8 54.0 3 Marathon Shores to Key Colonial Beach 4LD 2 971 17959 J1 Middle Keys 54.0 54.5 1 Key Colonial Beach 10 Deer Key 4LO 2 597 18058 J2 Middle Keys 54.S 580 3 Deer Key 10 Grassy Key 2L 1 S97 18058 K Upper Keys 580 74.0 16 Grassy Key 10 Matecumbe Harbor 2L 1 870 20224 L Upper Keys 740 80.0 6 Matecumbe Harbor to Teatable Key 2L 1 1157 2176S M1 Upper Keys 80.0 835 3 T eatable Key to Islamorada 3L 1 129S 23003 M2 Upper Keys 83S 85.6 3 Islamorada to Windley Key 2L 1 1295 21903 N Upper Keys 85.6 90.0 5 Windley Key to Plantation Key 2L 1 800 2S344 0 Upper Keys 90.0 1000 10 Tavernier Key to Newport Key 4LO 2 2186 27386 p Upper Keys 1000 105.0 5 Newport Key 10 Sexton Cove 4LO 2 2698 33998 Q Upper Keys 105.0 106.3 1 Sexton Cove to Ralllesnake Key 4LO 2 2698 32763 R1 Upper Keys 106.3 1265 20 Ralllesnake ,~ey to Card Sound Rd 2U4L 1 1479 27583 R2 South Oade 1265 HEFT , Card Sound Rd to HEFT 4LO 2 1597 32220 , 106.3 inl CR 90S I CR 8 S Upper Keys 0(1', A Lake Surprise 10 Crocodile Lake 2L 1 1479 54S7 Ocean Ree! inll,R ~us I U{ 3 T Upper Keys QOS A T angleNsh Key 10 Crocod:le Lake 2L 1 118 118 ,---" U Upper Keys 905 A US 1 16 Crocodile Lake to South Miami-Dade 2L 1 1360 5880 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = sL = I Two-lane facility Two lanes with short lour-lane seclions lor passing purposes Three-lane facility (center lane IS a two-way left-turn lane) Four-lane undivided facility Four-lane divided facility FIVe-lane facility (cenler lane IS a two-way left-turn lane) Monroe County, Florida Dwelling Unit Data KD/S EVAC % 2,000 - -- -- ----- -r- -- -- _n_ - r- -- - - h___ DU (1) : MHDU : TDU Key West MN01 100 14,471 330 4.947 T ortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,182 616 469 2 MN01 100 1,354 377 195 3 MN02 100 1,608 94 268 4A MN02 100 2,790 392 601 4B MN02 100 21 0 0 5 MN02 100 2.790 288 611 6 MN02 100 303 18 279 7 MN03 100 6,108 676 1,500 Key Col Bch MN03 100 810 0 0 8 MN03 100 516 8 113 9 MN03 100 794 186 138 10 MN03 100 462 47 583 Layton MN04 100 206 0 0 11 MN04 100 351 127 401 12A MN04 100 877 0 471 13 MN04 100 1,206 72 585 128 MN05 100 256 28 0 14 MN05 100 3,423 103 423 15 MN05 100 1,890 264 134 16 MN06 100 1,904 327 625 17 MN06 100 1,787 4 593 18 MN06 100 3,002 649 647 19 MN06 100 658 1 93 20 MN06 100 1,121 376 491 22 MN06 100 59 1 38 21 MN07 100 1,748 3 185 (1) Reflects total dwelling units (including mobile homes and excluding tounsts units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area -I Page1 ModeIS-OO.xls DwellingUnitData ! ,~ i f J Monroe County, Florida MN Summaries EVAC Milemarker 2,000 Description From To DU (1) MHDU TDU MN01 0 13 18,021 1.323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 7.512 792 1.759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,690 917 2,334 Knight Key Channel to Long Key Viaduct MN04 64 84 2,640 199 1.457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5.569 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,531 1,358 2.487 Along US. 1 MN07 106 ICWW 1.748 3 185 Alono CR 905 / 905 A (Card Sound Road) ITOT AL I 52,7111 4,9871 14,3901 (1) Reflects total dwelling units (including mooli homes and excluding tourists units) EV AC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units Page2ModeI5-00.xls DwellingUnitData Monroe County, Florida Input Parameters per Group 2000 r~Number Lower Keys I Middle Keys I Upper Keys Parameter 1 I 2 I 3 I 4 I 5 I 6 I 7 Number of People per M.H. Unit "244 , 231 , , , , , , , 2,25 , 197 , 2,27 , 227 , 2,11 , , , , , , Number of People per Permt Unit 244 , 2.31 , 2,25 , 1 97 , 2.27 , 2.27 , 211 , I , , , , , , , , , , Number of People per Tourist Unit 2.90 , 376 , 275 , 253 , 3.00 3.00 , 3.00 , I , , , Number of Vehicles per Unit 1 35 , 176 , 139 , . . , . 155 , 1.76 1,61 , 158 , , , , Number of Vehicles per Tourist Unit 104 104 , 1.05 , 1 10 , 1,10 110 , 1 10 , , : , % Participation of M.H. Units 9500 9500 , 9500 , 9500 , 95.00 95.00 95.00 , I I % Participation of Other Units 6000 6000 , 8000 , 85,00 I 85.00 85.00 85.00 , , . , , , % Occupancy of DwellingUnits 8600 7100 , 69.00 , 5700 i 66.00 65.00 4200 , : I : % Participation by Tourists Units at Risk 10000 10000 , 100 00 , , , , 10000 , 100,00 100.00 100.00 I , , % Occupancy of Tourist Units 7200 , 6400 , 5400 , 7000 , 70.00 7000 7000 , , , , . , , , , % Distribution Public Shelters (Residents) 000 i 000 i 000 i 000 i 0.00 0.00 000 , I , I : (Perm. Residents) Friend/Relative 500 5.00 , 500 , 000 , 0.00 0.00 0.00 , I , , I , Hotel/Motel 000 000 i 000 , 000 i 0.00 0.00 0.00 , : , Out of County 95.00 9500 95,00 , 100.00 : 100,00 100.00 100 00 , , % Distribution Public Shelters (Tourists) 000 000 0.00 , 000 , 0.00 0.00 0.00 I , , I (Tourists) Friend/Relative 0.00 0.00 0.00 , 000 i 0.00 0.00 0.00 : I : i Hotel/Motel 0.00 0.00 000 , 000 , 0.00 0.00 0.00 , , , , Out of County 100.00 10000 100.00 , 10000 , 100.00 100.00 100.00 , I , , Vehicle Usage % 6900 59,00 70.00 I 71.00 i 71.00 71.00 7100 , , Tourist Vehicle Usage % 100.00 10000 100.00 , 100.00 , 100.00 100.00 100.00 I I , I Hurricane Category (1-2) enter 1 (3-5) enter 2 ,~ j i 4 Milemarkers Year 2,000 Evacuation Evacuation Bottleneck Hours wilt Area ------------- ------------ Loca tionlDescription From To Configuration Outbound Lanes Time Delay Backup Link A1 Lower Keys 20 4.0 KeY-West 10 310ck Island 4L 2 160000 000 A2 Lower Keys 40 gO Stock Island 10 Big Cop0111 Key 4LD 2 16:10:00 00000 000 B Lower Keys 9.0 170 Big COPPIIt Key 10 Sugarloaf Key 2L 1 16:26:00 000:00 0.00 C Lower Keys 170 220 Sugarloaf Key 10 Cudloe Key 2L 1 163600 000'00 000 C~d!oe Key to Summertand Key 01 Lower Keys 220 240 CO'Je Airport 2L 1 16:40:00 00000 000 Summerland Key Cove Airport to D2 Lower Keys 240 250 Summerlana Key 3L 1 164200 00000 0.00 D3 Lower Keys I 250 30.0 Surnmerland Key 10 Big Pine Ke\ 2L 1 16:52:00 000:00 0.00 8'g ~lne Key 10 West E Lower Keys 30.0 34.0 Summerland Keys 2L 1 19:0800 20800 18.10 West Summerland Keys 10 F1 Lower Keys 340 3S2 Soafllsh H2C~Or Keys 2L 1 19:1000 0:00:00 000 Scan,sh r-;ercor Keys to Bahia F2 Lower Keys 35.2 365 Honda Bndge 4LD 2 19:1200 00000 0.00 bar,'2 .-'onca tJnage 10 tJanla F3 Lower Keys 36.5 375 Hor,da Key 2L 1 19:14:00 00000 000 G Middle Keys 375 47.0 Bahia Honda Key to Hog Key 2L 1 19:34:00 000:00 000 H1 Middle Keys 470 48.0 Hog Key to Boot Key 2L 1 19:36:00 000:00 000 H2 Middle Keys 48.0 502 Bool Key to Maralhon 4L 2 19:40:00 000:00 000 11 Middle Keys 50.2 50.8 Marathon to Marathon Shores 5L 2 19:42:00 00000 000 J d d"'UII .::,,'U,", 'u ""Y '-'V'VII'o 12 Middle Keys 50.8 S40 Be ach 4LD 2 19:48:00 000:00 0.00 J1 Middle Keys 54.0 54.5 Key Colonial Beach to Deer Key 4LD 2 19:50:00 0:00:00 000 J2 Middle Keys 54.S 58.0 Deer Key 10 Grassy Key 2L 1 19:56:00 000:00 9.30 K Upper Keys 58.0 74.0 Grassy Key to Matecumbe Harb< 2L 1 20:28:00 000:00 15.80 Metecumoe Harbor 10 Tealable L Upper Keys 740 80.0 Key 2L 1 21 :28:00 0:48:00 1890 M1 Upper Keys 80.0 83.5 T eatable Key 10 Islamorada 3L 1 22:28:00 0:54:00 19.80 M2 Upper Keys 83.5 85.6 Islamorada 10 Windley Key 2L 1 22:34:00 0:00:00 0.00 N Upper Keys 85.6 90.0 Windley Key 10 Plantation Key 2L 1 24:14:00 1:30:00 2130 0 Upper Keys 90.0 100.0 T evernler Key to Ne'NOOrt Key 4LD 2 2434:00 0:00:00 0.00 p Upper Keys 100.0 105.0 Ne\,port Key 10 Sexlon Cove 4LD 2 24:44:00 0:00:00 13.17 Q Upper Keys 105.0 1063 Sexton Cove to Ralllesnake Key 4LD 2 24:46:00 0:0000 18.73 R1 Upper Keys 106.3 126.5 Rat:lesnake Key to Card Sound 2U4L 1 25:26:00 000.00 0.00 R2 South Dade 126.5 HEFT Card Sound Rd to HEFT 4LD 2 25:28:00 0:00:00 16.50 106.3 Inl CR 905 i S Upper Keys CR 905 A Lake Surprise 10 Crocodile Lake 2L 1 22:2600 103 Ocean Reef Inl CR 905 / T Upper Keys CR 905 A T anglelish Key to Crocodile Lake 2L 1 1S5800 63400 000 Int CR 905 / CroCOdile Lake to South Miarnl- U Upper Keys CR 905 A US 1 Dade 2L 1 22:5800 6:2800 0.00 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = -1 J Monroe County, Florida Summary Table (Existing Roadway Network) Late Response Curve Hurricane CateQory 3-5 Two-lane facility Two lanes with short four-lane seclions for paSSing purooses Three-lane faCility (center lane is a two-way leH-lurn !3ne) Four-lane undivided faCility Four-lane diVided faclllly Five-lane faCIlity (center lane IS a ~NO-way leH-lurn lane I Milemarkers Length Vear 2,000 Evacuation Background Area ..-----.------- ----------------- -(R;,~-nd;;d-M;I_.-s) LocationlOescription Total Vehicles link From To Configuration Outbound Lane. Traffic A1 Lower Kevs 2.0 4.0 2 Key West 10 Slock Island 4L 2 2667 23474 A2 Lower Kevs 4.0 gO 5 Slock Island 10 Blo CoPPIII Key 4LD 2 2180 12623 B Lower Kevs 9.0 170 " B BiQ Copp, ~ Key 10 SUQarloat Key 2L 1 1262 16906 C Lower Kevs 17.0 220 5 Suoarloaf Key 10 Cudjoe Key 2L 1 9S9 16068 Cudloe Key 10 Summerland Key Cove 01 Lower Keys 220 240 2 Altpon 2L 1 744 18114 Summerland Key Cove Airport 10 02 Lower Keys 24.0 2S0 1 Summer1and Key 3L 1 744 16467 03 Lower Kevs 25.0 30.0 5 Summeriand Key to Big Pine Key 2L 1 930 16653 E Lower Keys 30.0 340 4 Big Pine ~ey 10 Wesl Summerland Keys 2L 1 1060 21800 Wesl Summerland Keys 10 Spanish F1 Lower Keys 340 35.2 1 Harbor Keys 2L 1 1060 19302 Spanish Harbor Keys 10 Bahia Honda F2 Lower Keys 3S.2 36.5 1 Bridge 4LD 2 713 18955 F3 Lower Keys 36.5 375 1 Bahia Honda Bndge 10 Bahia Honda Key 2L 1 713 1895S G Middle Keys 375 470 10 Bahia H'Jn.Ja Key 10 Hoq Key 2L 1 1345 19587 H1 Middle Keys 47.0 480 1 Hoq Key 10 Bool Key 2L 1 1345 23316 H2 Middle Keys 480 50.2 2 Boot Key :0 Marathon 4L 2 971 22942 11 Middle Keys 50.2 SO.8 1 Marathon 10 Maralhon Shores 5L 2 971 23548 12 Middle Keys 50.8 54.0 3 Maralhcn Shores 10 Key Colonial Beach 4LD 2 971 23S48 J1 Middle Kevs 54.0 545 1 Key Colonial Beach 10 Deer Key 4LD 2 S97 23799 J2 Middle Keys 54.5 580 3 Deer Key to Grassy Key 2L 1 597 23799 K Upper Keys 58.0 74.0 16 Grassy Key 10 Malecumbe Harbor 2L 1 870 26570 L Upper Keys 74.0 80.0 6 Matecumoe Harbor 10 T eatable Key 2L 1 1157 28337 M1 Upper Keys 80.0 83.5 3 T ealable Key 10 Islamorada 3L 1 1295 29839 M2 Upper Keys 83.5 856 3 Islamorada 10 Windley Key 2L 1 1295 2847S N Upper Keys 8S.6 90.0 5 Windley Key to Planlation Key 2L 1 800 33410 0 Upper Keys 90.0 100.0 10 Tavernier Key to Newport Key 4LD 2 2186 35701 P Upper Keys 100.0 105.0 5 Newport Key 10 Sexton Cove 4LD 2 2698 43906 Q Upper Keys 10S.0 106.3 1 Sexton Cove to Rattlesnake Key 4LD 2 2698 42322 R1 Upper Keys 106.3 126.5 20 Rattlesnake Key 10 Card Sound Rd 2U4L 1 1479 3S860 R2 South Dade 126.5 HEFT 1 Card Sound Rd 10 HEFT 4LD 2 lS97 42083 Int CR 905 I CR S Upper Keys 106.3 Q[)<; A 8 Lake SurDnse to CrOCodile Lake 2L 1 1479 6739 Int CK 905 I CR T UDOOr Keys Ocean Reef Q[)<; A 3 T anqleftsn Key 10 CrOCodile Lake 2L 1 118 118 11..o~ U Upper Keys 905 A US 1 16 Crocodile Lake 10 South Miami-Dade 2L 1 1360 746S LEGEND: 2L = 2U4L = 3L = 4L = 4LD = sL = l .f .. J Monroe County, Florida Summary Table (Existing Roadway Network) Late Response Curve Hurricane CateQorv 3.5 Two-lane facility Two lanes wilh short four-lane sections for passing purposes Three-lane facility (center lane is a r"o-way left-Iurn lanel Four-lane undivided facility Four -lane divided facility Five-lane facility (cenler lane is a t-No-way left-Iurn lane) Monroe County, Florida Dwelling Unit Data KD/S EVAC % 2,005 - - -- -- - - - -- r- - - -- -- - - - - r--- --- -- -_ OU (1) : MHOU : TOU Key West MN01 100 14.743 330 4,947 Tonugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1.723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 310 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 12B MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TOU = % of Season I Dwelling Units MHDU = % oi Mobile Home Dwelling Units % = Portion of PAED/Area ~ 1 J Pagel Mode/5xls DwellingUnitData II Monroe County, Florida MN Summaries JI I Milemarker I 2,005 EVAC From To au (1) MHDU TDU Description MN01 0 13 18,359 1,323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1.759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 '- 2}04 199 1.457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5.706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8.783 1,358 2,509 Along U.S. 1 MN07 106 ICWW 1.777 3 185 Alono CR 905 / 905 A ICard Sound Road) ITOTAL i_ 54,241 i 4,987[ 14,46ojl (1) Reflects total dwelling units (including mobil homes and excluding tourists unils) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TOU = % of Season' Dwelling Units MHDU = % of Mobile Home Dwelling Units 1 11 i . Page2Model5xls DwellingUnilOata Monroe County, Florida Input Parameters per Group 2005 ~~mber Lower Keys I Middle Keys I Upper Keys Parameter " 1 T 2 I 3 r 4 1 5 T 6 I 7 Number of People per MH. Unit 244 , 2.31 , , , , , , , 225 I 1.97 I 2.27 , 227 , 2.11 , , , , , , Number of People per Permt Unit 244 , 2.31 , 225 , 1.97 , 2.27 , 2.27 , 2.11 , , , , , , , , I , , , Number of People per Tourist Unit 290 , 376 I 275 i 2.53 i 3.00 3.00 , 300 , , I ~ : I Number of Vehicles per Unit 135 , 176 , 139 , 165 I , , , , , 176 1.61 I 1.58 , , I , I Number of Vehicles per TOUrist Unit 104 , 1.04 , 105 j 110 1.10 110 i 1.10 : : , , % Participation of M.H. Units 9000 : 9000 , 90.00 , , 9000 90.00 9000 , 9000 I , I , % Participation of Other Units 45.00 , 4500 , 6800 , 75.00 75.00 75.00 , 75.00 , , , , , , , , % Occupancy of DwellingUnits 8600 j 7100 , 69.00 j 57.00 66.00 I 65.00 i 42.00 I I , : , % Participation by Tourists Units at Risk 100.00 , 100.00 , 100.00 , , , , I 100.00 100.00 100.00 I 100 00 , I , % Occupancy of Tourist Units 72.00 , 64.00 , 6400 , 7000 7000 70.00 70.00 , , I , , , % Distribution Public Shelters (Residents) 0.00 , 0.00 000 I 000 000 0.00 000 , , (Perm Residents) Friend/Relative 2500 , 25.00 20.00 , 15.00 15.00 15.00 15.00 , I Hotel/Motel 0.00 i 0.00 0.00 0.00 000 0.00 0.00 I Out of County 75.00 : 75.00 80.00 85.00 8500 85.00 85.00 I % Distribution Public Shelters (Tourists) 0,00 I 0.00 0.00 0.00 0.00 0.00 0.00 r , (Tourists) Friend/Relative 0.00 i 000 0.00 0.00 0.00 0,00 0.00 I : ; : Hotel/Motel 0.00 , 0.00 0.00 I 0.00 0.00 0.00 000 I Out of County 100.00 , 100.00 100.00 100.00 100.00 100.00 100.00 I I I Vehicle Usage % 6900 : 69.00 7000 71.00 i 7100 7100 71.00 I : I Tourist Vehicle Usage % 10000 I 10000 , 100.00 100.00 r 100.00 100.00 100.00 , , I , , , Hurricane Category (1-2) enter 1 (3-5) enter 2 , J Monroe County, Florida Summary Table (Existing Roadway Network) Early Response Curve Hurricane CateQOrv 1-2 Milemarkers Year 2,000 Evacuation Evacuation Hours with Area --------.---- ------------ Loc ati onlDescription Bottleneck From To Configuration Outbound Lanes Time Delay Backup Lmk " A1 Lower Keys 2.0 4.0 Key Nest to Stock Island 4L 2 8'0000 000 A2 Lower Keys 40 gO Stock Island 10 Big COPPIII Key 4LD 2 81000 0:0000 0.00 B Lower Keys 90 170 Big Coppill Key 10 Sugarloaf Key 2L 1 91600 050:00 680 C Lower Keys 170 220 Sugarloat Key to Cudioe Key 2L 1 92600 0:0000 550 CJdioe Key to Summerland Key 01 Lower Keys 220 240 Cove .~-Irport 2L 1 1012.00 042:00 763 Summerland Key Cove Airport to D2 Lower Keys 240 25.0 Summerland Key 3L 1 10:14:00 0:00:00 0.00 03 Lower Keys 25.0 30.0 Summerland Key to Big Pine Ke 2L 1 102600 002:00 777 81g Pine Key to West E Lower Keys 30.0 34.0 Summerland Keys 2L 1 144800 4:14:00 1327 Wesl Summerland Keys 10 F1 Lower Keys 340 352 Spanish Harbor Keys 2L 1 14S000 0:00:00 000 Scanlsh Harbor Keys 10 Bahia I F2 Lower Keys 352 36.5 Honda Bridge 4LD 2 14:52:00 00000 000 [Bania ,"onaa tJrlage to B'anla F3 Lower Keys 365 375 Honda Key 2L 1 14:5400 0.00:00 000 G Middle Keys 375 47.0 Bahia Honda Key 10 Hog Key 2L 1 15:14:00 0:0000 000 H1 Middle Keys 470 48.0 Hog Key 10 8001 Key 2L 1 15:16:00 0:00:00 847 H2 Middle Keys 48.0 502 Bool Key to Marathon 4L 2 15:20:00 0:00:00 0,00 11 Middle Keys 50.2 50.8 Maralhon 10 Marathon Shores 5L 2 15:22:00 0:00:00 000 I rl/laralncn..) "_0 12 Middle Keys 50.8 54.0 Beach 4LD 2 15:28:00 0:00:00 0.00 J1 Middle Keys 54.0 S45 Key Colonial Beach 10 Deer Key 4LD 2 15:30:00 0:00:00 0.00 J2 Middle Keys 545 58.0 Deer Key to Grassy Key 2L 1 15:36:00 0:00:00 9.73 K Upper Keys 58.0 74.0 Grassy Key to Malecumbe Harb 2L 1 16:08:00 0:00:00 12.73 Matecumbe Harbor to Teatable L Upper Keys 740 80.0 Key 2L 1 16:52:00 0:32:00 14.23 M1 Upper Keys 80.0 83.5 T eatable Key to Islamorada 3L 1 17:38:00 0:40:00 14.90 M2 Upper Keys 83.5 85.6 Islamorada to Windley Key 2L 1 1744:00 0:00:00 000 N Upper Keys 85.6 90.0 Windley Key 10 Planlation Key 2L 1 18:48:00 0:54:00 15.80 0 Upper Keys 90.0 100.0 Tavernier Key to Newport Key 4LD 2 19:08:00 0:00:00 000 p Upper Keys 100.0 lOS.0 Ne'NDOrt Key 10 Sexton Cove 4LD 2 19:18:00 0:00:00 10.27 Q Upper Keys 105.0 106:3 Sexlon Cove 10 Rattlesnake Key 4LD 2 19:20:00 0:00:00 15.17 R1 Upper Keys 106:3 1265 Rattlesnake Key to Card Sound 2U4L 1 20:0000 0:00:00 0.00 R2 South Dade 126.5 HEFT Card Sound Rd to HEFT 4LD 2 200200 0:00:00 1090 106.3 Int CR 905 I S Upper Keys CR 905 A Lake Surprise 10 Crocodile Lake 2L 1 17:34:00 1.03 Ocean Reef Int CR 905 / T Upper Keys CR 905 A Tangle~sh Key to Crocodile Lake 2L 1 75800 94200 000 Int CR 905/ CrOCOd:le Lake to South Mlaml- U Upper Keys CR 905 A US 1 Dade 2L 1 18:0600 9:3600 000 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = Two-lane facllily Two lanes with short four-lane sections for passing purposes Three-lane facllily (center lane IS a two-way leN-turn lane) Four-lane undivided facilily Four-lane diVided facility Five-lane faCllily (center lane IS a two-way leN-turn lane) -J J Monroe County, Florida Summary Table (Existing Roadway network) Early Response Curve Hurricane CateQorv 1.2 Milemarkers Length Year 2,000 Evacuation Background Area --------------- ----------------- -(Roi.;nde-<i-';;i,-';s) LocatlOnlDescription Total Vehicles Link From To Configuration Outbound Lanes Traffic Al [_ower ~ eys 20 4.0 2 Key Wes! :0 Stock :5iand ~L 2 2667 18515 A2 Lower Keys 40 90 " 5 Stock !sland to BID CoOPltl Key 4LO 2 2180 10144 B Lower Keys 90 170 8 Blc COPOltl Key to Suqarloaf Key 2L 1 1262 13187 C Lower Keys 17 0 220 S Sucarloaf Key to Cudloe Key 2L 1 959 11757 Cudjoe Key to Summerland Key Cove 01 Lower Keys 220 240 2 Alfport 2L 1 744 13621 Summerland Key Cove ,'Ilfport to 02 i_ower Keys 240 250 1 Summerland Key 3L 1 744 1225S 03 Lower Keys 250 30.0 5 Summeria:1J Key :0 Big Pine Key 2L 1 930 12441 E Lower Keys 30.0 340 4 Big Pine Key to West Summerland Keys 2L 1 1060 15869 West Summerland Keys to Spanish Fl Lower Keys 340 35.2 1 Harbor Keys 2L 1 1060 1460S Spanish Harbor Keys to Bahia Honda F2 Lower Keys 352 36.5 1 Bndge 4LO 2 713 14258 F3 Lower Keys 36.S 375 1 Bahia Honda Bfldge to Bahia Honda Key 2L 1 713 142S8 G 'Aiddle Keys 375 470 10 Bahia Honda Key to Hog Key 2L 1 1345 14889 H1 Middle Keys 470 480 1 Hog Key to 800t Key 2L 1 1345 17704 H2 Middle Keys 48.0 502 2 Boot Key 10 Marathon 4L 2 971 17330 11 Middle Keys 50.2 50.8 1 Marathon to Marathon Shores SL 2 971 17734 12 Middle Keys 50.8 54.0 3 Marathon Shores to Key Colonial Beach 4LD 2 971 17739 J1 Middle Keys S4.0 54.S 1 Key Colonial Beach to Deer Key 4Lo 2 S97 17847 J2 Middle Keys 54S S8.0 3 Deer Key to Grassy Key 2L 1 S97 17847 K Upper Keys S80 74.0 16 Grassy Key to Malecumbe Harbor 2L 1 870 20048 L Upper Keys 740 80.0 6 Matecumbe Harbor to T eatable Key 2L 1 l1S7 21S95 M1 Upper Keys 80.0 83.5 3 T eatable Key to Islamorada 3L 1 1295 2284S M2 Upper Keys 83.5 8S.6 3 Islamorada !o Windley Key 2L 1 1295 21733 N Uoper Keys 85.6 90.0 S Windley Key to Plantation Key 2L 1 800 25253 0 Upper Keys 90.0 1000 10 Tavernier Key 10 Newport Key 4Lo 2 2186 27307 P Upper Keys 100.0 10S.0 S Newport Key to Sexton Cove 4LO 2 2698 34044 Q Upper Keys 105.0 106.3 1 Sexton Cove to Rattlesnake Key 4LD 2 2698 32783 R1 Upper Keys 106.3 126.5 20 Rattlesnake Key 10 Card Sound Rd 2U4L 1 1479 27650 R2 South Dade 126.S HEFT 1 Card Sound Rd 10 HEFT 4LD 2 1597 I 32248 I 106.3 Int CR9U5 TCK 8 I S Uoper Keys on, ~ Lake Surcrise 10 Crocodile Lake 2L 1 1479 5410 Inl CR 905/ ::R T Upper Keys Ocean Reef on, ^ 3 T anqlefish Key 10 CrOCodile Lake 2L 1 118 118 1"11 GK ,""" , G' U Uoper Keys 905 A US 1 16 Crocodile Lake to Soulh Miami-Dade 2L 1 1360 5839 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = SL = Two-lane facility Two lanes with short four-lane sechons lor passing purposes Three-lane lacility (cenler lane IS a two-way left-turn lane) Four-lane undiVided facility Four-lane divided facility Five-lane facility (center lane is a two-way left-turn lane) -I J Monroe County, Florida Dwe"in~ Unit Data KD/S EVAC % 2,005 - - - - -- -- --- T - - - -- - - ----r - h - - -____ DU (1) : MHDU : TDU Key Wesl MN01 100 14,7 43 330 4.947 T ortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 -- 2.223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1,723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 310 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 128 MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobil homes and excluding tOUrists units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area 1 ~ J Page1ModelSxls DwellingUnilOata (I Monroe County, Florida MN Summaries ] I Milemarker I 2,005 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,359 1,323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1,759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key \/iaduct MN04 64 84 2,704 199 1,457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 " 5.106 395 557 Whale Harbor Channel to mrlemarker 95 MN06 95 113 8.183 1,358 2,509 Alonq U.S. 1 MN07 106 ICWW 1,777 3 185 Alonq CR 905 / 905 A (Card Sound Road) ITOT AL i 54,241 i 4,987l 14,460] (1) Reflects total dwelling units (Including mobil homes and excluding tourists units) EV AC = Evacuation Zone Number DU = % of Total Dwelling Unils TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units i 1 Page2ModelSxls DwellingUnilData Monroe County, Florida Input Parameters per Group 2005 ~~Number Lower Keys I Middle Keys I Upper Keys Parameter 1 I 2 I 3 , 4 I 5 I 6 I 7 Number of People per M.H. Unit 2.44 , 231 , , , , , 225 , 197 , 2.27 , 2.27 , 2.11 I , , , I Number of People per Permt Unit 2.44 I 231 225 , 1.97 , 2.27 I 2.27 , 211 I , , , , , , , , , Number of People per Tourist Unit 290 i J76 2.75 , 253 JOO , JOO i JOO , , , , Number of Vehicles per Unit 135 , 176 139 , 165 176 , , , , , 1.61 I 158 , , , I Number of Vehicles per Tourist Unit 1.04 , 104 1.05 , 1.10 1.10 ; 1.10 i 1.10 : i , , : , % Participation of M.H. Units 9500 , 9500 95.00 , 9500 95.00 : 95,00 9500 , , , , % Participation of Other Units 6000 , 6000 , 80.00 , 8500 85.00 I 85.00 85.00 , , , I , , , , % Occupancy of DwellingUnits 8600 , 71.00 j 69.00 , 5700 6600 i 65.00 42.00 , , : ~ ----' % Participation by Tourists Units at Risk 10000 10000 , 100 00 , , , I , 10000 10000 , 100.00 100 00 , , , , % Occupancy of Tourist Units nOD , 6400 , 64.00 , 7000 70.00 , 7000 70.00 I , , , , , , , % Distribution Public Shelters (Residents) 0.00 0.00 , 0.00 , 000 0.00 , 0.00 0.00 , , , , (Perm. Residents) Friend/Relative 5.00 5.00 , 5.00 , 0.00 , 0.00 , 0.00 0.00 I , , , I , , , Hotel/Motel 000 0.00 , 0.00 i 0.00 0.00 i 0,00 0.00 : I I , Out of County 95.00 95.00 : i 100.00 , 100.00 95.00 10000 , 100.00 I , I % Distribution Public Shelters (Tourists) 0.00 000 , 0.00 I 0.00 0.00 I 0.00 0.00 , , , I I , (Tourists) Friend/Relative 000 0.00 i 0.00 j 000 0.00 i 0.00 I 0.00 I : : , Hotel/Motel 0.00 0.00 , 0.00 , 0,00 000 , 0.00 , 0.00 , , I I I I , , Out of County 100.00 100.00 , 100.00 I 100.00 100.00 I 100.00 I 100.00 , I I I , , I I Vehicle Usage % 69.00 69.00 i 70.00 : 71.00 , 71.00 : 71.00 i 71.00 , , , , I Tourist Vehicle Usage % 100.00 100.00 , 100.00 I 100.00 I 100.00 , 100.00 I 100.00 I I , , , , , I , , Hurricane Category (1-2) enter 1 (3-5) enter 2 l J Milemarkers Year 2.000 Evacuation Evacuation Hours with Area ------------- ------------ Location/Description Bottleneck From To Configuration Outbound Lanes Time Delay 8acku p Link .~. I A1 Lower Keys 20 40 Key 'Nest to Stock Island 4L 2 80000 547 A2 Lower Keys 40 9.0 Stock Island 10 Big COPplll Key 4LO 2 81000 000:00 000 8 Lower Keys 9.0 170 Big COPPlll Key to Sugarloaf Key 2L 1 1122:00 2:56:00 9.03 C Lower Keys 170 220 Sugarloai ,Key 10 CUdjoe Key 2L 1 11 :32:00 0:0000 573 I Cudjoe Key to Summerland Key 01 Lower Keys 220 240 Coye Moor1 2L 1 12 :3200 0:56:00 10:33 Summerland Key Coye Alrpor1 to 02 Lower Keys 240 2S0 Summerland Key 3L 1 12:34:00 0:00:00 000 D3 Lower Keys 25.0 30.0 Summerland Key to Biq Pine Ke' 2L 1 1248:00 004:00 10.57 181g Pine Key tq West E Lower Keys 30.0 340 Summerland Keys 2L 1 1848:00 S:52:00 1777 Wesl Summerand Keys to I F1 Lower Keys 340 352 SpaniSh Harber Keys 2L 1 1850:00 0:0000 0.00 Spanlsn Harbor Keys to Bahia F2 Lower Keys 35.2 365 Honda 3ridge 4LD 2 1852:00 000:00 0.00 B'anla Honaa""Bmfge t61Janla F3 Lower Keys 36.5 I 37.5 Honda Key 2L 1 18:54:00 0:00:00 0.00 G Middle Keys 375 470 8ahla Monda Key 10 Hog Key 2L 1 19:14:00 0:0000 0.00 H1 Middle Keys 47.0 48.0 Hog Key 10 Boot Key 2L 1 19:16:00 0:00:00 1160 H2 Middle Keys 48.0 50.2 8001 Key 10 Marathon 4L 2 19:20:00 0:00:00 0.00 11 Middle Keys 50.2 50.8 Marathon to Marathon Shores SL 2 19:22:00 0:00:00 000 IIVlafalllUfl .;) dl 12 Middle Keys 50.8 54.0 Beach 4LD 2 19:28:00 000:00 000 J1 Middle Keys 54.0 54.5 Key Colonial Beach 10 Deer Key 4LD 2 19:30:00 0:00:00 0.00 J2 Middle Keys 54.5 58.0 Deer Key to Grassy Key 2L 1 19:36:00 0:00:00 1340 K Upper Keys 58.0 74.0 Grassy Key 10 Matecumbe HartX 2L 1 20:10:00 0:02:00 1780 Malecumbe Harbor to T eatable L Upper Keys 74.0 80.0 Key 2L 1 21:12:00 0:50:00 1863 M1 Upper Keys 80.0 835 T eatable Key 10 Islamorada 3L 1 22:08:00 0:50:00 1947 M2 Upper Keys 83.5 85.6 Islamorada to Windley Key 2L 1 22:14:00 0:00:00 0.00 N Upper Keys 856 90.0 Windley Key to Plantation Key 2L 1 23:48:00 1:24:00 21.37 0 Upper Keys 90.0 100.0 Tavernier Key to Newpor1 Key 4LD 2 2408:00 0:00:00 3.13 P Upper Keys 100.0 105.0 Newpon Key to Sex Ion Cove 4LD 2 24:18:00 0:00:00 14.57 Q Upper Keys 105.0 106:3 Sexton Coye to Rattlesnake Key 4LD 2 24:20:00 0:00:00 20.80 R1 Upper Keys 106.3 126.S Rattlesnake Key to Card Sound f 2U4L 1 25:00:00 0:00:00 000 R2 South Dade 126.5 HEFT Card Sound Rd to HEFT 4LD 2 25:02:00 0:0000 17.57 106:3 Int CR 905 / S Upper Keys CR 90S A Lake Surprise to Crocodile Lake 2L 1 2302:00 103 Ocean Reef Int CR 905 I T Upper Keys CR 905 A T anglefish Key 10 Crocodile Lake 2L 1 7S8:00 15:1000 000 Int CR 90S / Crocodile Lake to Soulh Miaml- U Upper Keys CR 905 A US 1 Dade 2L 1 23:3400 15:0400 0.00 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = -J J Monroe County, Florida Summary Table (Existing Roadway Networkl Early Response Curve Hurricane Cateqorv 3-5 T'M'J-Iane facility T'M'J lanes with shQf1 four-lane sections lor passing pur~oses Three-lane faCility (center lane IS a I'M'J-way left-turn lane) Four-lane undiVided faCility F our-lane divided faCility Fiye-Iane facility (cenler lane IS a two-way left-turn lane) Milemar1<et'1l Length Year 2.000 Evacuation Background Total Vehicles I Area -------.------- ----------------. -(Ro-unded-Mi'-"--sj Location/Description Link From To Configuration Outbound Lanes Traffic A1 Lower Keys 20 40 2 Key 'Nes: :0 Slack Island 4L 2 2667 23722 A2 Lower Keys 40 90 " 5 Steck :stane 10 Big Coopitt Key 4LD 2 2180 12748 B Lower Keys 90 170 8 B'g CoCP'11 Key 10 Sugartoaf Key 2L 1 1262 17093 C Lower Keys 170 220 5 Suaartca! Key 10 CudlOO Key 2L 1 959 15S87 Cud Ice Key!o Summertand Key Cove 01 Lower Keys 220 240 2 A:rpon 2L 1 744 177 43 SL.:mmer:and Key Cove Airport to 02 Lower Keys 24.0 2S0 1 SUI7"!,Tlerland Key 3L 1 744 1601S D3 Lower Key s 25.0 30.0 5 Summerland Key 10 Big Pine Key 2L 1 930 16201 E Lower Keys 30.0 340 4 Big Pine Key to West Summerland Keys 2L 1 1060 21591 Wesl Summertand Keys to Spanish Fl Lower Keys 34.0 3S.2 1 Harbor Keys 2L 1 1060 18971 SpaniSh Harbor Keys 10 Bahia Honda F2 Lower Keys 35.2 365 1 B"1ge 4LD 2 713 18624 F3 Lower Keys 36.5 375 1 Bahia Honda Bridge 10 Bahia Honda Key 2L 1 713 18624 G Middle Keys 375 47.0 10 Bahia Honea Key 10 Hoq Key 2L 1 1345 19256 Hl Middle Keys 470 480 1 Hoq Key to Boot Key 2L 1 1345 230S4 H2 Middle Keys 480 50.2 2 Bool Key to Marathon 4L 2 971 22680 11 Middle Keys 50.2 50.8 1 Marathon 10 Marathon Shores 5L 2 971 23297 12 Middle Keys 50.8 S4.0 3 Marathon Shores to Key Colonial Beach 4LO 2 971 23297 Jl Middle Keys 54.0 54.5 1 Key ColOnial Beach to Deer Key 4LO 2 597 23559 J2 Middle Keys S4.5 S8.0 3 Oeer Key to Grassy Key 2L 1 597 23559 K Upper Keys 58.0 74.0 16 Grassy Key to Matecumbe Harbor 2L 1 870 26378 L Upper Keys 74.0 80.0 6 Malecumbe Harbor to Teatable Key 2L 1 1157 28158 M1 Upper Keys 80.0 83.S 3 T eatable Key 10 Islamorada 3L 1 1295 29678 M2 Upper Keys 83.5 85.6 3 Islamorada 10 Windley Key 2L 1 129S 2829S N Upper Keys 85.6 90.0 5 Windley Key to Plantation Key 2L 1 800 33346 0 Upper Keys 90.0 100.0 10 Tavernier Key 10 Newoort Key 4LO 2 2186 3S6S6 P Upper Keys 100.0 105.0 5 tlewoort ,Key 10 Sexton Cove 4LO 2 2698 44034 Q Upper Keys 10S,0 106.3 1 Sex Ion Cove 10 Rattlesnake Key 4LD 2 2698 42415 R1 Upper Keys 106.3 126.5 20 RarJesnake Key 10 Card Sound Rd 2U4L 1 1479 35634 R2 South Dade 126S HEFT 1 Card Sound ,old 10 HEFT 4LD 2 1597 42187 106.3 Inl CR gaS / CR 8 2L 1479 7058 S Upper Keys 00, A Lake Surpnse to CrOCodile Lake 1 Ocean Reef Int CK ~U5 / CK 3 2L 1 118 118 T Upper Keys Q(), A T anglefish Key 10 CrOCodile Lake I"" "rDUO I "r U Upper Keys 90S A US 1 16 Crocodile Lake 10 Soulh Miami-Dade 2L 1 1360 7796 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = SL = 1 J Monroe County, Florida Summary Table (Existing Roadway Network) Early Response Curve Hurricane Category 3.5 Two-lane facility Two lanes With short four-lane sections for pasSing purposes Three-lane facility (center lane is a two-way left-Iurn lane) Four-lane undivided facility Four-lane diyided facility Five-lane facility (center lane is a two-way left-Iurn lane) Milemarllers Year 2,000 Evacuation Evacuation Bottleneck Hours with Area --~---------- ------.----- Location/Description From To Configuration Outbound Lanes Time Delay Backup Link A1 Lower Keys 20 40 Kef West :0 Slock ISland 4L 2 1600:00 000 A2 Lower Keys 40 9.0 Stock Island to 8ig COPOII! Key 4LD 2 16:10:00 000:00 000 B Lower Keys 9.0 17.0 81g COPPIII Key 10 Sugarloai Key 2L 1 16:26:00 0:00:00 0.00 C Lower Keys 17.0 220 Sugarloai Key to CudJoe Key 2L 1 16:3600 0:00:00 000 CJdlse Key 10 Summerland Key 01 LOlver Keys 220 24.0 Cove ,!.i.,lroOr1 2L 1 1640:00 0:00:00 000 Summerland Key Cove AlCpor :0 02 Lower Keys 24.0 25.0 Surnmenana Key 3L 1 1642:00 0:00:00 0.00 D3 Lower Keys 25.0 30.0 Summeriand Key 10 81g Pine Kel 2L 1 16:52:00 000:00 000 [ffig c'lne Key to"Wesl E Lower Keys 30.0 34.0 Summerland Keys 2L 1 19:08:00 208:00 18.10 'Nesl Summerland Keys to F1 Lower Keys 34.0 352 SOan!sh HCi21)i Keys 2L 1 19:10:00 0:0000 0.00 Soanlsh Harbor Keys to 8ahla F2 Lower Keys 352 36.5 Honda 8r1oge 4LD 2 19:12:00 0:00:00 000 Bania .-10noa tJndge 10 Bania F3 Lower Keys 36.5 37.5 Honda Key 2L 1 19:14:00 0:00:00 0.00 G Middle Keys 37.5 47.0 Ban, a Honda Key 10 Hog Key 2L 1 19:34:00 0:00:00 0.00 H1 Middle Keys 47.0 48.0 Hog Key to Bool Key 2L 1 19:36:00 0:00:00 0.00 H2 Middle Keys 48.0 50.2 8001 Key to Maralhon 4L 2 1940:00 0:00:00 0.00 11 Middle Keys 50.2 50.8 Maralhon to Marathon Shores 5l 2 19:42:00 0:00:00 0.00 ldlalllurl ,:)IIUle::i lU r\ey I...-Ulur d 12 Middle Keys 50.8 540 8e ach 4LD 2 1948:00 0:00:00 0.00 J1 Middle Keys 54.0 54.5 Key Colonial Beach to Deer Key 4LD 2 19:50:00 0:00:00 0.00 J2 Middle Keys 54.5 58.0 Deer Key 10 Grassy Key 2L 1 19:56:00 00000 9.30 K Upper Keys 58.0 74.0 Grassy Key to Malecumbe Harbe 2L 1 20:28:00 0:00:00 15.80 Malecumbe Harbor 10 Tealable L Upper Keys 74.0 80.0 Key 2L 1 21 :28:00 0:48:00 18.90 M1 Upper Keys 80.0 83.5 Teatable Key 10 Islamorada 3L 1 22:28:00 0:54:00 19.80 M2 Upper Keys 83.5 85.6 Islamorada 10 Windley Key 2l 1 22:34:00 0:00:00 0.00 N Upper Keys 85.6 90.0 Windley Key 10 Planlalion Key 2l 1 24:14:00 1:30:00 21.30 0 Upper Keys 90.0 100.0 Tavernier Key to Newnort Key 4LD 2 24:34:00 0:00:00 0.00 p Upper Keys 100.0 105.0 Newp<lrt Key to Sexton Cove 4LD 2 2444:00 0:00:00 13.17 Q Upper Keys 105.0 106.3 Sex Ion Cove 10 Raltlesnake Key 4LD 2 24:46:00 0:00:00 18.73 R1 Upper Keys 106.3 126.5 Rattlesnake Key 10 Card Sound 2U4L 1 25:26:00 000:00 000 R2 South Dade 126.5 HEFT Card Sound Rd 10 HEFT 4LD 2 25:28:00 0:00:00 16.50 106.3 Inl CR 905 i S Upper Keys CR 905 A Lake Surpnse 10 Crocodile Lake 2L 1 22:26:00 103 Ocean Reef Int CR 905 I T Upper Keys CR 905 A Tanglefisn Key 10 Crocodile Lake 2L 1 1558:00 6.3400 0.00 Inl CR 905/ CroCOdile Lake 10 Soulh Miaml- U Upoer Keys CR 905 A US 1 Daoe 2L 1 22:58:00 6:28:00 0.00 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = t ~ J Monroe County, Florida Summary Table (Existing Roadway Network) Late Response Curve Hurricane CateQorv 3-5 T we-lane facilily Twe lanes with short four-lane sections for passing purposes Three-lane facilily (cenler lane is a rwo-way le~-turn lane) Four-lane undivided facility Four-lane divided facilily Five-lane faclhly (center lane is a rwo-way le~-Iurn lane) Monroe County, Florida Summary Table (Existing Roadway Network) Late Response Curve Hurricane Category 3.5 Milemarke,.. Length Year 2,000 Evacuation Background Area --._----------- ----------------- -iRo-';nde-d-Mii-'-" Location/Description Total Vehicles link From To Configuration Outbound Lanes Traffic At Lower Keys 2.0 4.0 2 Key Wesl to Stock Island 4L 2 2667 23474 A2 Lower Keys 4.0 90 S Slock Island 10 Big CoPpl1l Key 4LO 2 2180 12623 8 Lower Keys 9.0 170 a Big CoPpl~ Key to Sugarloaf Key 2L 1 1262 16906 C Lower Keys 170 22.0 5 SUQarloaf Key to Cudjoe Key 2L 1 9S9 16068 Cudjoe Key 10 Summerland Key Cove 01 Lower Keys 22.0 240 2 Airport 2L 1 744 18114 Summerland Key Cove Airport 10 02 Lower Keys 240 2S0 1 Summerland Key 3L 1 744 16467 03 Lower Keys 250 30.0 5 Summenand Key to Big Pine Key 2L 1 930 16653 E Lower Keys 30.0 34.0 4 Big Pice Key 10 West Summenand Keys 2L 1 1060 21800 Wesl Summerland Keys to Spanish F1 Lower Keys 340 3S.2 1 Harbor Keys 2L 1 1060 19302 Spanish Harbor Keys 10 Bahia Honda F2 Lower Keys 35.2 36.S 1 Bridge 4LO 2 713 1895S F3 Lower Keys 36.5 37S 1 Bahia Honda Bridge to Bahia Honda Key 2L 1 713 18955 G Middle Keys 375 470 10 Bahia Honda Key 10 Hog Key 2L 1 1345 19587 H1 Middle Keys 470 480 1 Hog Key to 800t Key 2L 1 1345 23316 H2 Middle Keys 48.0 SO.2 2 Bool Key 10 Marathon 4L 2 971 22942 11 Middle Keys 50.2 50.8 1 Marathon 10 Marathon Shores SL 2 971 23548 12 Middle Keys SO.8 54.0 3 Marathen Shores to Key Colonial Beach 4LD 2 971 23548 J1 Middle Keys 54.0 S4.5 1 Key Coionial Beach 10 Deer Key 4LD 2 S97 23799 J2 Middle Keys 545 58.0 3 Deer Key 10 Grassy Key 2L 1 597 23799 K Upper Keys 58.0 74.0 16 Grassy Key to Matecumbe Harbor 2L 1 870 26570 L Upper Keys 74.0 80.0 6 Matecumbe Harbor to T eatable Key 2L 1 11S7 28337 M1 Upper Keys 80.0 835 3 T eatable Key to Islamorada 3L 1 1295 29839 M2 Upper Keys 83.5 85.6 3 Islamorada to Windley Key 2L 1 1295 28475 N Upper Keys 85.6 90.0 5 Windley Key to Plantalion Key 2L 1 800 33410 0 Upper Keys 90.0 100.0 10 Tavernier Key to Newport Key 4LD 2 2186 3S701 P Upper Keys 1000 105.0 S Newport Key to Sexton Cove 4LO 2 2698 43906 Q Upper Keys 105.0 106.3 1 Sexton Cove to Ratllesnake Key 4LD 2 2698 42322 R1 Upper Keys 106.3 126.5 20 Ratllesnake Key to Card Sound Rd 2U4L 1 1479 35860 R2 South Dade 126.S HEFT 1 Card Sound Rd 10 HEFT 4LD 2 1597 42083 S 106.3 Int u-< ~o / CR 8 Upper Keys 'lI1o; A Lake Surprise to Crocodile Lake 2L 1 1479 6739 Ocean Reef Int CR 905/ CR 3 T Upper Keys QI1o; A T anglefisn Key to Crocodile lake 2L 1 118 118 I Lor U Upper Keys 905 A US 1 16 CrOCodile Lake to South Miami-Dade 2L 1 1360 7465 LEGEND: 2L = 2U4L = 3L = 4L = 4LO = 5L = Two-lane facility Two lanes wilh short four-lane sections for passing purposes Three-lane facility (center lane is a ~o-way left-lurn lane) Four-lane undivided facility Four-lane divided facility Five-lane facility (cenler lane is a ~o-way left-lurn lane) , J Monroe County, Florida Dwe"in~ Unit Data KD/S EVAC % 2,005 - - - --- - --- - T - - --- -- - - - - r - - - - - - -- --_ DU (1) : MHDU : IOU Key West MN01 100 14.7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 .~ 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1.723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 J 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 310 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 12B MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area J .J Page1Model5xls DwellingUnitData (I Monroe County, Florida MN Summaries JJ I Milemarker I 2,005 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,359 1,323 5,611 Key West 10 Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1,759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel 10 Long Key '/iaduct MN04 64 84 ,- 2}04 199 1.457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5.706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1.358 2,509 Along U.S. 1 MN07 106 ICWW 1,777 3 185 Alono CR 905 / 905 A (Card Sound Road) ITOT AL i 54,241 i 4.9871 14,4601 (1) Reflects total dwelling units (including mobil homes and excluding tOUrists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwelling Units .~. i ,j Page2ModelS xis DwellingUnilDala Monroe County, Florida Input Parameters per Group 2005 ~Number Lower Keys I Middle Keys I Upper Keys Parameter _ -- 1 I 2 1 3 I 4 I 5 r 6 1 7 " Number of People per M.H. Unit 2.44 , 2.31 . I , , 225 , 1.97 , 227 2.27 , 211 , , , , Number of People per Permt Unit 2.44 , 231 225 , 197 , 2.27 2.27 I 2.11 , , , , , , , I Number of People per Tourist Unit 290 , 176 2.75 , 2.53 i 3.00 3.00 , 300 , : , , : , Number of Vehicles per Unit 135 , 176 139 , , , , , 165 , 176 1.61 , 158 , , , , Number of Vehicles per Tourist Unit 1.04 , 104 105 , 1 10 , 1.10 1.10 . 1.10 , , , : % Participation of M.H. Units 9000 , 90,00 90.00 , 90.00 , 90.00 90.00 , 9000 , I , I % Participation of Other Units 4500 , 4500 68.00 , 75.00 , 75.00 75.00 , 7500 , , , , , , , , % Occupancy of DwellingUnits 86.00 , 7100 69.00 , 5700 i 66.00 65.00 i 42.00 , , , , % Participation by Tourists Units at Risk 100.00 , 10000 10000 , 10000 , I , I 100.00 I 10000 , 100.00 , , , , , % Occupancy of Tourist Units 7200 , 6400 64.00 , 7000 , 7000 , 70.00 , 70.00 , , , , , , , , I , % Distribution Public Shelters (Residents) 0.00 , 000 i 000 , 0.00 , 0.00 , 0.00 j 000 , : , , : , (Perm. Residents) Friend/Relative 2500 , 2500 , 20.00 , 1500 , 15.00 I 15.00 , , , , , , , 15.00 , , , , I Hotel/Motel 000 , 0.00 000 , 0.00 , 0.00 i 0.00 000 , , , I : Out of County 7500 : 7500 80.00 i 85.00 i , 85.00 85.00 , 8500 , I , % Distribution Public Shelters (Tourists) 0.00 0.00 000 , 000 , 0.00 , 0.00 0.00 , , , , I , (Tourists) Friend/Relative 0.00 000 0.00 i 0.00 i 0.00 0.00 0.00 I , Hotel/Motel 0.00 000 0.00 , 000 , 0.00 0.00 0.00 , , , , Out of County 100.00 100.00 100,00 , 10000 , 100.00 100.00 100.00 , , , , Vehicle Usage % 6900 69.00 7000 , 7100 , 71.00 71.00 71.00 : I , Tourist Vehicle Usage % 100.00 , 100 00 10000 , 100.00 , 100.00 100.00 100.00 I , , I , Hurricane Category (1-2) enter 1 (3-5) enter 2 J ~ J Milemarkers Year 2,000 Evacuation Evacuation Bottleneck Hours with Area ------------- - ------------ _ Location/Description From To " Configuration Outbound Lanes Time Delay Backup Link Al Lower Keys 2.0 40 Key -Nes: 10 Slock Island 4L 2 8:00:00 000 A2 Lower Keys 40 90 Slock Island 10 Big COPPill Key 4LD 2 810:00 0:0000 0.00 B Lower Keys 90 170 Big Cop pill Key 10 Sugarloal Key 2L 1 91600 0:50.00 680 C Lower Keys 170 no Sugarloai Key :0 Cudloe Key 2L 1 926:00 0:0000 5.50 Cudjoe Key 10 Summerland Key 01 LQ"~r Keys 220 240 Cove-\lrport 2L 1 10:1200 0:4200 763 I Summerland Key Cove Airport 10 02 Lower Keys 240 2S.0 Summerland Key 3L 1 10:1400 0:00:00 000 D3 Lower Keys 2S.0 30.0 Summerland Key 10 Big Pine Ke\ 2L 1 1026:00 002:00 777 B1g""Flne"'Key loWest E Lower Keys 30.0 34.0 Summerland Keys 2L 1 14:4800 4:1400 13.27 Wesl Summerland Keys 10 F1 Lower Keys 340 35.2 Spanish HarDor Keys 2L 1 14:50:00 0:0000 000 Spanish Harbor Keys 10 Bahia F2 Lower Keys 3S2 36.5 Honda Bridge 4LD 2 14:52:00 000:00 0.00 Il:Janla I-ionaatrrlage to Bania F3 Lower Keys 36.5 37.5 Honda Key 2L 1 145400 00000 0.00 G Middle Keys 37.5 47.0 Bahia Honda Key to Hog Key 2L 1 15:14:00 0:00:00 0.00 H1 Middle Keys 47.0 48.0 Hog Key to Boot Key 2L 1 15:16:00 000:00 8:47 H2 Middle Keys 48.0 50.2 Baal Key 10 Marathon 4L 2 15:20:00 0:00:00 000 11 Middle Keys 50.2 50.8 Marathon 10 Marathon Shores 5L 2 15:22:00 0:00:00 0.00 TVTaT'dmcm "nores , 12 Middle Keys 50.8 54.0 Be ach 4LD 2 15:28:00 000:00 0.00 J1 Middle Keys 54.0 54.5 Key Colonial Beach 10 Deer Key 4LD 2 15:30:00 0:00:00 0.00 J2 Middle Keys 54.5 58.0 Deer Key to Grassy Key 2L 1 15:36:00 0:00:00 9.73 K Upper Keys 58.0 74.0 Grassy Key 10 Matecumbe Harbc 2L 1 16:08:00 0:00:00 12.73 Malecumbe Harbor to T eatable L Upper Keys 74.0 80.0 Key 2L 1 16:52:00 0:32:00 14.23 M1 Upper Keys 80.0 83.5 T eatable Key to Islamorada 3L 1 17:38:00 0:40:00 14.90 M2 Upper Keys 83.5 85.6 tslamorada to Windley Key 2L 1 17:44:00 0:00:00 000 N Upper Keys 85.6 90.0 Windley Key 10 Plantation Key 2L 1 18:48:00 0:54:00 15.80 0 Upper Keys 90.0 100.0 Tavern ler Key 10 Newport Key 4LD 2 19:08:00 0:00:00 000 P Upper Keys 100.0 105.0 Newport Key 10 Sexton Cove 4LD 2 19:18:00 0:00:00 1027 Q Upper Keys 105.0 106.3 Sex Ion Cove to Rattlesnake Key 4LD 2 1920:00 0:00:00 15.17 R1 Upper Keys 106.3 126.5 Raltlesnake Key to Card Sound I 2U4L 1 20:00:00 0:0000 0.00 R2 South Dade 1265 HEFT Card Sound Rd to HEFT 4LD 2 20:02:00 0:00:00 1090 106.3 Int CR 905 / S Upper Keys CR 905 A Lake Surprise to Crocodile Lake 2L 1 173400 103 Ocean Reef Int CR 90S / T Upper Keys CR 905 A T angle fish Key to Crocodile Lake 2L 1 7S8:00 9:4200 000 Inl CR 9051 Crocodile Lake to Soulh Mlami- U Upper Keys CR 905 A US 1 Dade 2L 1 180600 9:36 00 000 LEGEND: 2L ~ 2U4L ~ 3L ~ 4L ~ 4LD = 5L~ f j .J Monroe County, Florida Summary Table (Existing Roadway Network) Early Response Curve Hurricane Cateaorv 1-2 r wo-Iane facillly T'NO lanes with short four-lane secllons lor passing purposes rhree-Iane faCility (eenler lane IS a two-way le~.lurn lane) Four-lane undivided facllily Four-lane divided facillly Five-lane faCility (center lane IS a I'NO-way lell-turn lane) Milemarkers Length LocalionlDescription Year 2,000 Evacuation Background Area --------------- ----------------- -'Ro-u';;ie-dMii-';;j- Total Vehicles Link From To Configuration Outbound Lanes Traffic Al Lower Keys 20 4.0 2 Key Wesllo Stock Island 4L 2 2667 18515 A2 Lower Keys 40 90 ,', 5 Stock Islano 10 BIQ CoOPitl Key 4LO 2 2180 10144 B Lower Keys 90 170 3 BiQ COPPIM Key to SUQartoaf Key 2L 1 1262 13187 C Lower Keys 170 220 S Suqarloaf Key to Cudloe Key 2L 1 959 11757 CudlGe Key to Summerland Key Coye 01 Lower Keys 220 240 2 ;',lrpOr1 2L 1 744 13621 Summerland ,~ey Cove .'\irport 10 I 02 '_ower Keys 240 250 1 Summerland ~ey 3L 1 744 12255 03 Lower Keys 2S.0 30.0 5 Summerlar,d Key to Big Pine Key 2L 1 930 12441 E Lower Keys 30.0 34.0 4 Big Pine Key 10 West Summertand Keys 2L 1 1060 15869 West Summertand Keys to Spanish F1 Lower Keys 340 352 1 Harbor Keys 2L 1 1060 14605 Spanish Harbor Keys 10 Bahia Honda F2 Lower Keys 352 36S 1 Bfldge 4LO 2 713 142S8 F3 Lower Keys 365 375 1 Bahia HonCa Bndge 10 Bahia Honda Key 2L 1 713 14258 G Middle Keys 375 470 10 Bahia Honaa Key 10 Hog Key 2L 1 1345 14889 H1 Middle Keys 470 480 1 Hog Key to Boot Key 2L 1 1345 17704 H2 Middle Keys 48.0 SO.2 2 Boot Key to Marathon 4L 2 971 17330 11 Middle Keys 50.2 50.8 1 Marathon 10 Marathon Shores 5L 2 971 17734 12 Middle Keys SO.8 S4.0 3 Marathon Shores to Key Colonial Beach 4LO 2 971 17739 J1 Middle Keys 54.0 54.S 1 Key Colonial Beach to Deer Key 4LD 2 S97 17847 J2 Middle Keys 54.S 58.0 3 Deer Key 10 Grassy Key 2L 1 597 17847 K Uoper Keys 580 74.0 16 Grassy Key to Malecumbe Harbor 2L 1 870 20048 L Upper Keys 74.0 80.0 5 Malecumbe Harbor to T eatable Key 2L 1 1157 2159S M1 Upper Keys 80.0 83.5 3 T eatable Key 10 Islamorada 3L 1 1295 22845 M2 Upper Keys 83.5 85.6 3 Islamorada 10 Windley Key 2L 1 1295 21733 N Upper Keys 8S.6 90.0 S Windley Key 10 Plantation Key 2L 1 800 2S2S3 0 Upper Keys 90.0 1000 10 Tavernier Key to Newport Key 4LD 2 2186 27307 P Upoer Keys 100.0 10S.0 5 Newport Key to Sexton Cove 4LD 2 2698 34044 Q Upper Keys 10S.0 106.3 1 Sexton Cove to Rattlesnake Key 4LO 2 2698 32783 R1 Upper Keys 106.3 126S 20 Rattlesnake Key to Card Sound Rd 2U4L 1 1479 27650 R2 South Dade 126S HEFT 1 Card Sound Rd 10 HEFT 4LO 2 1597 I 32248 Inl~iCR' S Upper Keys 106.3 an< A 8 Lake Surpnse to Crocodile Lake 2L 1 1479 5410 Int CR S05 7"cr( T anqlefish Key to Crocodile Lake T Upper Keys Ocean Reef 0f1< A 3 2L 1 118 118 1111 \"" ;VOl \", U Uoper Keys 905 A US 1 16 Crocodile Lake 10 South Miami-Dade 2L 1 1360 5839 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = -J J Monroe County, Florida Summary Table (Existing Roadway network) Early Response Curve Hurricane CateQorv 1-2 Two-tane facility Two lanes wilh short four-lane sections for passing purposes Three-lane facility (center lane IS a Nio-way left-turn lane) Four-lane undivided facility Four-lane divided facilily Five-lane facility (cenler lane IS a Nio-way left-turn tane) Monroe County, Florida Dwellino Unit Data KD/S EVAC % 2,005 - ---------- r--------- --r- - --- ----- DU (1) : MHDU : TDU Key West MN01 100 14.7 43 330 4.947 T ortugas MN01 100 5 0 0 F~EM Islands MN01 100 9 0 0 1 MN01 100 2,223 516 469 2 MN01 100 1,379 377 195 3 MN02 100 1,723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2.989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 310 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 128 MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1.960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area J J J Page1Model5xls DwellingUnllData II Monroe County, Florida MN Summaries 1) I I Milemarker I 2,005 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18.359 1323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1.759 Saddle Bunch Bridge 10 Knight Key Channel MN03 46 -34 8,863 917 2.382 Knight Key Channel 10 Long Key Viaduct MN04 64 84 2.704 i99 1.457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1,358 2,509 Along U.S. 1 MN07 106 ICWW 1,777 3 185 Alonq CR 905 / 905 A ICard Sound Road) ~OT AL i 54,241 i 4,9871 14,4601 (1) Reflects total dwelling units (Including mobil homes and excluding tourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units 4 I , j Page2ModelSxls DwellingUnllData Monroe County, Florida Input Parameters per Group 2005 l~umber Lower Keys I Middle Keys' Upper Keys Parameter -- 1 1 2 I 3 f 4 r 5 T 6 1 7 2.44 , 2.31 , , , Number of People per M.H. Unit , , 225 1.97 , 2.27 , 2.27 , 211 , , , , , Number of People per Permt Unit 2.44 , 231 , 2.25 1.97 , 2.27 , 2.27 , 2.11 , I , , , , , , , , Number of People per Tourist Unit 290 , 376 , 2.75 253 , 300 i 300 j 300 , I , , , Number of Vehicles per Unit 1 35 , 1 76 , 139 165 , 1 76 , , , , 1.61 I 158 , , , Number of Vehicles per Tourist Unit 1.04 , 1.04 i 1.05 1.10 i 1.10 1.10 1.10 , I , % Participation of M.H. Units 9500 , 9500 i 95.00 95.00 , 95.00 9500 95.00 , I , % Participation of Other Units 6000 , 6000 , 80.00 85.00 , 8500 85.00 8500 , , , , , , % Occupancy of DwellingUnits 8600 , 71.00 6900 5700 , 6600 65.00 42.00 , : , : % Participation by Tourists Units at Risk 100 CO , 100 00 100.00 , 10000 100.00 100.00 10000 , , , I % Occupancy of Tourist Units 12.00 , 6400 64.00 7000 , 7000 , 7000 7000 , , , , , , % Distribution Public Shelters (Residents) 0.00 i 0.00 000 0.00 , 0.00 , 000 0.00 , , I (Perm. Residents) Friend/Relative 5.00 , 5.00 5.00 0.00 , 0.00 I 000 0.00 , , , , I , , Hotel/Motel 000 I 0,00 0.00 0.00 i 0.00 i 0.00 0.00 : : : I Out of County 95.00 : 95.00 95.00 100.00 i 100.00 , 100.00 , 100.00 I , , % Distribution Public Shelters (Tourists) 0.00 , 0.00 0.00 0.00 , 0.00 , 0.00 0.00 I , I , , , (Tourists) Friend/Relative 000 j 0.00 000 0.00 i 0.00 i 0.00 0.00 I , I ; Hotel/Motel 0.00 , 0.00 0.00 0.00 , 0.00 , 0.00 0.00 , , , , , , Out of County 10000 , 100.00 100.00 100.00 , 100.00 I 100.00 100.00 , , , , , , , Vehicle Usage % 6900 I 69.00 i 7000 71.00 , 71.00 ; 71.00 7100 , I , , Tourist Vehicle Usage % 10000 I 100.00 I 100.00 100.00 , 100.00 , 100.00 100.00 , , , I I , , I Hurricane Category (1-2) enter 1 (3-5) enter 2 ~ ~ , J Milemarkers Year 2,000 Evacuation Evacuation Bottleneck Hours wit~ Area ------------- ------------ . LocationlDescription From To ,- Configuration Outbound Lanes Time Delay Backup Link A1 Lower Keys 2.0 4.0 Key 'Nest 10 Slock Island 4L 2 800:00 S.47 A2 Lower Keys 40 9.0 Stock Island 10 Big COPPIIt Key 4LO 2 810:00 0:00:00 000 B Lower Keys 90 170 Big COPPIIt Key to Sugarloaf Key 2L 1 11:22:00 2:5600 9.03 C Lower Keys 170 220 Sugarloai Key 10 Cudloe Key 2L 1 113200 0:00:00 5.73 Cudjoe Key to Summerland Key D1 Lower Keys 220 240 CoVe~"DOr1 2L 1 123200 0:56:00 10.33 Summerland Key Coveo,lrport to 02 Lower Keys 240 25.0 Sum;r;erland Key 3L 1 12:34:00 0:00:00 0.00 D3 Lower Keys 25.0 30.0 Summerland Key 10 Big Pine Ke 2L 1 1248:00 0:04:00 10.57 Il:llg i-'rne Key to Wesl E Lower Keys 30.0 34.0 Summerland Keys 2L 1 18:48:00 5:52:00 17.77 Wesl Summer'and Keys to F1 Lower Keys 34.0 352 Spanish Haruor .Keys 2L 1 18:50:00 0:00:00 000 Spanlsn HarbOr Keys to Bahia F2 Lower Keys 35.2 36.5 Honda Bndge 4LD 2 18:52:00 0:00:00 0.00 I:lanla ,"1onoa I:lnage 10 I:lanla F3 Lower Keys 36S 375 Honda Key 2L 1 18:54:00 0:00:00 0.00 G Middle Keys 375 470 Bahia Honda Key to Hog Key 2L 1 19:14:00 0:00:00 000 H1 Middle Keys 470 48.0 Hog Key 10 Boot Key 2L 1 19:16:00 0:00:00 1160 H2 Middle Keys 48.0 50.2 Boot Key to Marathon 4L 2 19:20:00 0:00:00 0.00 11 Middle Keys 50.2 50.8 Maralhon to Marathon Shores 5L 2 19:22:00 0:00:00 0.00 I"'a a lUll .)lIvres IV ""Y "GIOnlal 12 Middle Keys 50.8 54.0 Beach 4LO 2 19:28:00 0:00:00 0.00 J1 Middle Keys 540 54.5 Key Colonial Beach to Deer Key 4LO 2 19:30:00 0:00:00 000 J2 Middle Keys 54.5 58.0 Deer Key to Grassy Key 2L 1 1936:00 0:00:00 1340 K Upper Keys 58.0 740 Grassy Key to Malecumbe Hart;( 2L 1 20:10:00 0:02:00 17.80 Malecumbe Harbor 10 T eatable L Upper Keys 74.0 80.0 Key 2L 1 21:12:00 0:50:00 18.63 M1 Upper Keys 80.0 83.5 Tealable Key to Islamorada 3L 1 22:08:00 0:50:00 19.47 M2 Upper Keys 835 85.6 Islamorada 10 Windley Key 2L 1 22:14:00 0:00:00 0.00 N Upper Keys 856 90.0 Windley Key to Plantation Key 2L 1 23:48:00 1:24:00 21.37 0 Upper Keys 90.0 100.0 Tavernier Key 10 Newport Key 4LD 2 24:08:00 0:00:00 3.13 P Upper Keys 100.0 105.0 NewDOrI Key 10 Sexton Cove 4LD 2 24:18:00 0:00:00 14.57 Q Upper Keys 105.0 106.3 Sexton Cove 10 Rattlesnake Key 4LD 2 24:20:00 0:00:00 20.80 R1 Upper Keys 1063 126.5 Rattlesnake Key 10 Card Sound 2U4L 1 2500:00 0:00:00 0.00 R2 South Dade 126.5 HEFT Card Sound Rd 10 HEFT 4LD 2 2502:00 0:00:00 1757 1063 Int CR 905 f S Upper Keys CR 90S A Lake Surprise 10 Crocodile Lake 2L 1 23:02:00 1.03 Ocean Reef Inl CR 905 f T Upper Keys CR 905 A Tanglefish Key 10 Crocodile Lake 2L 1 7:58:00 15:1000 0.00 Inl CR 905 f CrOCOdrle Lake to Soulh Mlami- U Upper Keys CR 905 A US 1 Dade 2L 1 233400 15:04:00 0.00 lEGEND: 2L = 2U4L = 3L = 4L = 4LD = SL = ! ~ J Monroe County, Florida Summary Table (Existing Roadway Network) Early Response Curve Hurricane CateQorv 3-5 T 'NO-lane facility T'NO lanes with short four-tane sections for passing purposes Three-lane facility (cenler lane IS a i'MJ-way left-turn lane) Four-lane undiVided faCility Four-lane diVided facility Five-lane faCility (center lane IS a I'NO-way left-turn lane; Monroe County, Florida Summary Table (Existing Roadway Network) Early Response Curve Hurricane CateQory 3-5 Milemarke.-. Length Year 2.000 Evacuation Background Area ----- ---------- -- --------------- -(R,;un,i;;dMilesi LocationlDeocnplion T olal Vehicles Link From To Configuration Outbound Lanes Traffic A1 Lower Keys 20 40 .:.,.." 2 Kel Nesl to Slock Island 4l 2 2667 23722 A2 Lower Keys 40 9.0 5 Slock Istana to Big Coppin Key 410 2 2180 12748 B Lower Keys 90 170 8 81g CoOP,!t Key to Sugarloaf Key 2l 1 1262 17093 C Lower Keys 170 220 5 Sugarloaf Key to Cudjoe Key 2l 1 959 15587 CudJOe Kef '0 Summerland Key Cove 01 Lower Keys 220 240 2 AlrpOf1 2l 1 744 17743 Summerland Key Cove Airport 10 02 Lower Keys 240 2S0 . Summeriana Key 3L 1 744 1601S , 03 Lower Key s 250 30.0 S Summer!ana Key 10 Big Pine Key 2L 1 930 16201 E Lower Keys 30.0 340 4 Big Pine Key to West Summerland Keys 2L 1 1060 21591 Wesl Summerland Keys 10 Spanish F1 Lower Kevs 340 35.2 1 Harbor Keys 2L 1 1060 18971 Span'Sh Harbor Keys to Bahia Honda F2 Lower Keys 352 36.5 1 Bricge 4LO 2 713 18624 F3 Lower Keys 36.5 375 1 Bania HoMa Bridge 10 Bahia Honda Key 2L 1 713 18624 G Middle Keys 375 470 10 Bahia Monda Key 10 Hog Key 2L 1 1345 19256 H1 Middle Keys 470 480 1 Hog Key to 2001 Key 2L 1 1345 23054 H2 Middle Keys 480 50.2 2 Bool Kef 10 Marathon 4L 2 971 22680 11 Middle Keys 50.2 SO.8 1 Maralhon 10 Marathon Shores 5L 2 971 23297 12 Middle Keys SO.8 54.0 3 Marathon Shores to Key Colonial Beach 4LO 2 971 23297 Jl Middle Keys S40 S4.5 1 Key Colonial Beach to Deer Key 4LO 2 597 23559 J2 Middle Keys S4S 580 3 Deer Key 10 Grassy Key 2L 1 597 23559 K Upper Keys 58.0 74.0 16 Grassy Key to Matecumbe Harbor 2L 1 870 26378 L Upper Keys 74.0 80.0 6 Matecumbe Harbor to T eatabte Key 2L 1 1157 28158 M1 Upper Keys 80.0 83.5 3 T eatable Key to Islamorada 3L 1 1295 29678 M2 Upper Keys 83.5 85.6 3 Islamorada to Windley Key 2L 1 129S 28295 N Upper Keys 85.6 90.0 5 Windley Key 10 Plantation Key 2L 1 800 33346 0 Upper Keys 90.0 100.0 10 Tavernier Key to NeWpOrt Key 4LD 2 2186 3S656 P Upper Keys 100.0 105.0 5 fle'NpOrt Key 10 Sexton Cove 4LO 2 2698 44034 Q Upper Keys 10S.0 106.3 1 Sexlon Co'le to Rattlesnake Key 4LD 2 2698 42415 Rl Upper Keys 106.3 126.5 20 RarJesnake Key 10 Card Sound Rd 2U4L 1 1479 3S634 R2 South Dade 1265 HEFT 1 Card Sound Rd to HEFT 4LO 2 lS97 42187 S 106.3 Int CR !jUS / CX 8 Upper Keys iA Lake Surpnse to CrOCodile Lake 2L 1 1479 70S8 Int S/CR T Upper Keys Ocean Reef q/)S A 3 T anglefish Kef to CrOCodile Lake 2L 1 118 118 Il.r< U Upper Keys 905 A US 1 16 Crocodile Lake to South Miami-Dade 2L 1 1360 7796 LEGEND: 2L = 2U4L = 3L = 4L = 4LO = SL = Two-lane facility Two lanes with short four-lane sechons for passing purposes Three-lane facility (cenler lane is a two-way left.lurn lane) Four-lane undivided facility Four-lane divided facility Five.lane facility (center lane IS a two-way left-Iurn lane) -I i 4 Monroe County, Florida Dwellin~ Unit Data KD/S EVAC % 2,005 --- ------ -- T -------- - ----- - __ _____ DU (1) : MHDU i TDU Key West MN01 100 14.7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2.223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1,723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 310 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 128 MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobll homes and excluding tourists units) ED/A = PAED/Area EV AC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area I ~ j Page1Model5xls DwellingUnitData !I Monroe County, Florida MN Summaries II I Milemarker I 2,005 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,359 1,323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1,759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2.382 Knight Key Channel to Long Key Viaduct MN04 64 84 2.704 199 1,457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8.783 1,358 2,509 A,long U.S 1 MN07 106 ICWW 1,777 3 185 Alonq CR 905 / 905 A (Card Sound Road) [TOTAL i 54,241-[ 4,987; 14,4601 (1) Reflects total dwelling units (including mob,1 homes and excluding tourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units J J Page2Model5xls DwellingUnitData Monroe County, Florida Input Parameters per Group 2005 ~Number Lower Keys I Middle Keys I Upper Keys Parameter ,'. 1 1 2 I 3 I 4 r 5 T 6 I 7 Number of People per M.H. Unit 244 , 2.31 , 2.25 , , , , , , 1.97 2.27 , 2.27 , 2.11 , , I , , Number of People per Permt Unit 2.44 , 2.31 , 2.25 , 1.97 2.27 , 2.27 , 2.11 , , , , , , , , I , Number of People per Tourist Unit 2.90 i 376 , 275 i 2.53 3.00 , 300 j 300 , , I I , Number of Vehicles per Unit 135 , 176 , 139 , , I , , 1.65 176 I 161 I 158 I , , , Number of Vehicles per Tourist Unit 104 , 1.04 105 1,10 1.10 i 110 i 110 I , , i I , % Participation of M.H. Units 90.00 : 90.00 9000 90.00 90.00 I 90.00 : 9000 , I , % Participation of Other Units 45.00 , 45.00 6800 75.00 , 75.00 75.00 , 75.00 , I I , , I % Occupancy of Dwel/ingUnits 86.00 , 7100 69.00 57.00 i 66.00 65.00 i 42.00 , ; I ! % Participation by Tourists Units at Risk 100.00 , 100.00 . I I 100 00 100.00 I 100.00 100.00 100 00 I % Occupancy of Tourist Units 72.00 I 64.00 64.00 7000 70.00 70.00 70.00 I I , % Distribution Public Shelters (Residents) 0.00 i 0.00 0.00 0.00 0.00 I 000 0.00 I (Perm. Residents) Friend/Relative 25.00 , 25,00 20.00 , 15.00 15.00 15.00 1500 I , , , Hotel/Motel 000 i 0.00 0.00 i 0.00 0.00 0.00 0.00 , I : Out of County 7500 i 75.00 80.00 : 85.00 85.00 85.00 85,00 , , % Distribution Public Shelters (Tourists) 000 I 0.00 0.00 000 0.00 0.00 0.00 (Tourists) Friend/Relative 0.00 : 000 : 0.00 0.00 0.00 : 0.00 0.00 Hotel/Motel 000 0.00 0.00 0.00 0.00 0.00 000 Out of County 100.00 100 00 100.00 100.00 I 100.00 100 00 100.00 , Vehicle Usage % 69.00 69.00 70.00 71.00 i 71.00 7100 7100 I Tourist Vehicle Usage % 10000 100.00 100.00 100.00 , 100.00 100.00 , 100.00 I I I , Hurricane Category (1-2) enter 1 (3-5) enter 2 Area _ _ __ _ ___~~I_e_~~~~~~__ __ ___ L ocationlDescription Year 2,000 Evacuation Evacuation Bottleneck Hours with From To Configuration Outbound Lanes Time Delay Backup Link A1 Lower Keys 20 40 Key West to Slock Island 4L 2 12'0000 000 A2 Lower Keys 40 90 Stock Island to Big COPDIII Key 4LD 2 12:10:00 000:00 0.00 B Lower Keys 9.0 170 Big CODDltl Key 10 Sugarloaf Key 2L 1 12:2600 000:00 3.57 C Lower Keys 170 220 Sugar!oaf Key to Cudioe Key 2L 1 1236:00 000:00 3.57 Cudioe Key 10 Summerland Key 01 Lower Keys 220 240 Cove ~.irport 2L 1 124000 0:00:00 480 Summer!and Key Cove A,lCpon to 02 Lower Keys 24.0 25.0 Summec1and Key 3L 1 1242:00 000:00 000 D3 Lower Keys 25.0 30.0 Summer!and '\ey 10 81g Pine Ke: 2L 1 125200 0:00:00 4.93 lig t"lne Key 10 Wesl E Lower Keys 30.0 340 Summertand Keys 2L 1 1506:00 2:06:00 13.57 West Summerland Keys 10 F1 Lower Keys 34.0 35.2 Spamsh HaeGcr ,Keys 2L 1 15:08:00 000:00 0.00 Spanish Harbor Keys 10 Bahia F2 Lower Keys 352 36.5 Honda Bndge 4LD 2 1S10:00 0:00:00 0.00 ISan!a honoa B'noge to danla F3 Lower Keys 36.5 37.5 Honda Key 2L 1 15:12:00 0:00:00 0.00 G Middle Keys 37.5 47.0 Bahia Honda Key to Hog Key 2L 1 15:32:00 000:00 0.00 H1 Middle Keys 47.0 48.0 Hog Key 10 Boot Key 2L 1 153400 0:00:00 593 H2 Middle Keys 48.0 50.2 Boot Key to Marathon 4L 2 1538:00 0:00:00 0.00 /1 Middle Keys 50.2 50.8 Marathon 10 Marathon Shores SL 2 1540:00 0:00:00 0.00 IVld C:llli. ,,)IIUlc;:i I 12 Middle Keys 50.8 54.0 Be ach 4LD 2 15:46:00 0:00:00 0.00 J1 Middle Keys 54.0 54.5 Key Colomal Beach to Deer Key 4LD 2 15:48:00 0:00:00 0.00 J2 Middle Keys 545 58.0 Deer Key to Grassy Key 2L 1 15:54:00 0:00:00 8.17 K Upper Keys 58.0 74,0 Grassy Key to Matecumbe HarD< 2L 1 16:26:00 0:00:00 12.80 Matecumbe Harbor 10 Teatacle L Upper Keys 74.0 80.0 Key 2L 1 17:08:00 0:30:00 14.43 M1 Upper Keys 80.0 83.5 T eatab,e Key 10 Islam orad a 3L 1 1752:00 038:00 1513 M2 Upper Keys 83.5 85.6 Islamoeeda 10 Windley Key 2L 1 1758:00 0:00:00 000 N Upper Keys 856 90.0 Windley Key 10 Plantation Key 2L 1 19:06:00 0:58:00 16.10 0 Upper Keys 90.0 100.0 Tavernier Key to Newpon Key 4LD 2 19:26:00 0:00:00 0.00 P Upper Keys 100.0 105.0 Newoort Key 10 Sexton Cove 4LD 2 19:3600 0:00:00 9.93 0 Upper Keys 105.0 106.3 SexlOn Cove to Rattlesnake Key 4LD 2 1938:00 00000 1460 R1 Upper Keys 106.3 126.5 ,"attlesnake Key 10 Card Sound 2U4L 1 2018:00 0:00:00 000 R2 South Dade 126.5 HEFT Card Sound Rd 10 HEFT 4LD 2 2020:00 00000 10.40 106.3 Inl CR 905 I S Upper Keys CR 905 A Lake Surpnse 10 CrOCOdile Lake 2L 1 1720:00 103 Ocean Reef Int CR 905 I T Upper Keys CR 90S A Tangleflsh Key to Crocodile Lake 2L 1 l1S8:00 52800 000 Int CR 905 I Cracodde Lake 10 South Miami- U Upper Keys CR 905 A US 1 Dade 2L 1 175200 52200 0.00 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = SL = j J Monroe County, Florida Summary Table (Existing Roadway Network) Normal Response Curve Hurricane CateQorv 1-2 Two-lane faCIlity Two lanes Wllh short four-lane seclions for passing purposes Three-lane facility (center lane IS a two-way left-turn lane) Four-lane undivided faCility Four-lane diVided facility Five-lane faCility (center lane is a Iwo-way left-turn lane! Milemarl<ers Length Year 2,000 Evacuation Background Area ----~--._------ ----------------- -(Roun,jed-Mii.s, LocationiDescription Total Vehicles Link From To Configuration Outbound Lanes Traffic A1 Lower Keys 2.0 40 2 Key West to Stock Island 4L 2 2667 18S15 A2 Lower Keys 40 90 ,:' 5 Slock Island to 81g COPPin Key 4LO 2 2180 10144 B Lower Kevs 90 170 8 81g COPPltt Kef to Sugilrloaf Key 2L 1 1262 13187 C Lower Keys 170 220 S SugarlOJf Kef to Cudloe Key 2L 1 9S9 1205S Cudloe Key!o Summerland Key Cove 01 Lower Keys 220 240 2 Alrporl 2L 1 744 13919 Summerland Key Cove Airport to 02 Lower Keys 240 2S0 1 Summerland Key 3L 1 744 12553 03 Lower Keys 250 30.0 5 Summerland Key 10 Big Pine Key 2L 1 930 12739 E Lower Keys 30.0 340 4 Big Pine Key 10 Wesl Summerland Keys 2L 1 1060 16168 'Nesl Summerland Keys 10 Spanish F1 Lower Keys 34.0 352 1 Hamor Keys 2L 1 1060 14903 Spanish Harbor Keys to Bahia Honda F2 Lower Keys 352 365 1 Bndge 4LD 2 713 14556 F3 Lower Keys 36.S 37S 1 Bahia Honda Bndge to Bahia Honda Key 2L 1 713 14556 G Middle Keys 375 470 10 Bahia Honda Key to Hog Key 2L 1 1345 1S188 H1 Middle Keys 470 48.0 1 Hog Key 10 800t Key 2L 1 134S 18002 H2 Middle Keys 480 50.2 2 Boot K,ey to Marathon 4L 2 971 17628 11 Middle Keys 502 50.8 1 Marathon 10 Marathon Shores SL 2 971 18032 12 Middle Keys SO.8 540 3 Marathon Shores to Key Colonial Beach 4LO 2 971 18037 J1 Middle Keys S40 54.5 1 Key Colonial Beach to Deer Key 4LO 2 597 18145 J2 Middle Keys S45 58.0 3 Deer Key 10 Grassy Key 2L 1 597 18145 K Upper Keys 58.0 74.0 16 Grassy Key to Matecumbe Harbor 2L 1 870 20346 L Upper Keys 74.0 80.0 6 Malecumbe Harbor to Teatable Key 2L 1 11S7 21894 M1 Upper Keys 80.0 83.S 3 T eatable Key to Islamorada 3L 1 129S 23143 M2 Upper Keys 83.5 856 3 Islamorada to Windley Key 2L 1 129S 22031 N Upper Keys 85.6 900 5 Windlef Key to Plantation Key 2L 1 800 2S551 0 Upper Keys 90.0 1000 10 Tavernier Key 10 Newport Key 4LD 2 2186 27606 P Upper Keys 1000 105.0 5 Newport Key to Sexton Cove 4LO 2 2698 34342 Q Upper Keys 105.0 106.3 1 Sexton Cove to Rattlesnake Key 4LD 2 2698 33082 R1 Upper Keys 106.3 126.5 20 Raitlesnake Kef 10 Card Sound Rd 2U4L 1 1479 28034 R2 South Dade 126.5 HEFT 1 Card Sound Rd to HEFT 4LO 2 1597 32546 106.3 Inl CR 905! CR 8 S Upper Keys QI1<; " Lake Sumnse to CrOCodile Lake 2L 1 1479 5324 T Ocean Reef Inl ";K ~OS IlR 3 T anglefish Kef 10 Crocodile Lake Upper Keys Q()<; A 2L 1 118 118 ,,,' '--" "VJ I v" U Upper Keys 905 A US 1 16 Crocodile Lake 10 South Miami-Dade 2L 1 1360 S7S4 LEGEND: 2L 0 2U4L 0 3L 0 4L = 4LD 0 SL = " t '. ~ 4 Monroe County, Florida Summary Table (Existing Roadway Network) Normal Response Curve Hurricane Cateqory 1-2 Two-lane facility Two lanes with short four-lane sections for passing purposes Three-lane tacility (cenler lane IS a two-way left-Iurn lane) Four-lane undivided facility Four-lane divided facility Five-lane facility (cenler lane IS a ~No-way left-turn lane) Monroe County, Florida Dwelling Unit Data KD/S EVAC % 2,005 - - -- - - - -- ----- - - h_ -- - - r -- - - _ _ ____ DU (1) i MHDU : TOU Key Wesl MN01 100 14,7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 .~ 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1,723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Ke:1 Col Bch MN03 100 826 0 0 8 \;lN03 100 526 8 113 9 MN03 100 810 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 128 MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) ED/A = PAED/Area EVAC = Evacualion Zone Number DU = % of Tolal Dwelling Units TOU = % of Seasonl Dwelling Units MHOU = % of Mobile Home Dwelling Units % = Portion of PAED/Area Page 1 Model5 xis OwellingUnltData (I Monroe County, Florida MN Summaries II I Milemarker I 2,005 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,359 1,323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1.759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 ,-, 2,704 199 1,457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1,358 2,509 AlonQ US 1 MN07 106 ICWW 1,777 4,98~i 185 AlonQ CR 905 / 905 A (Card Sound Road) ITOTAl i 54,24~ 14,4601 (1) Reflects total dwelling units (including mob Ii homes and excluding tourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units ~ ~ " J Page2Model5xls DwellingUnl(Data Monroe County, Florida Input Parameters per Group 2005 r~umber Lower Keys r Middle Keys1 Upper Keys Parameter .~. 1 I 2 I 3 1 4 1 5 , 6 I 7 " 2.44 , , , , , Number of People per MH Unit , 231 , 225 1.97 , 2.27 , 2.27 , 211 , , , , Number of People per Perm! Unit 2.44 , 2.31 , 2.25 1.97 227 , 2.27 2.11 , , , , , , Number of People per Tourist Unit 290 , 376 , 2.75 2.53 300 , 300 300 , , ~ Number of Vehicles per Unit 135 , 1 76 , 139 165 , , , 1.76 , 1.61 158 , , , Number of Vehicles per Tourist UnIt 104 i 104 , 1.05 110 1 10 , 1.10 1.10 : : i ; % Participation of MH Units 95.00 : 9500 , 9500 9500 95.00 95.00 95.00 , , % Participation of Other Units 6000 , 6000 , 80.00 , 85.00 8500 85.00 8500 , , , , % Occupancy of DwellingUnits 86.00 i 7100 , 6900 5700 6600 65.00 42.00 , , % Participation by Tourists Units at Risk 100.00 , 10000 , 100.00 100.00 10000 , , 100.00 I 100 00 , , % Occupancy of Tourist Units 72.00 I 6400 , 64.00 70.00 70.00 70.00 70.00 , , , I , % Distribution Public Shelters (Residents) 0.00 i 000 i 0.00 0.00 000 , 0.00 0.00 I I : , (Perm. Residents) F riend/Rela!ive 5.00 I 5.00 , 5.00 0.00 0.00 , 0.00 0.00 I , , , , , Hotel/Motel 000 i 000 i 0.00 0.00 000 , 0.00 0,00 : : , : Out of County 95.00 , i i I 95.00 95.00 10000 100.00 100.00 100.00 , , , % Distribution Public Shelters (Tourists) 0.00 , 0.00 , 000 0.00 0.00 , 0.00 0.00 , , , , I , (Tourists) Friend/Relative 0.00 j 0.00 j 000 0.00 000 , 0.00 0.00 I , ~ Hotel/Motel 0.00 I 000 , 0,00 0.00 0.00 , 0.00 0.00 I , I I , , Out of County 100.00 , 100 00 , 100.00 100.00 10000 , 100.00 100.00 I , , , , , Vehicle Usage % 69.00 i 69.00 i 70.00 71.00 71.00 I 71.00 71.00 , : : , : Tourist Vehicle Usage % 10000 I 100 00 , 100.00 100.00 , 10000 , 100.00 100.00 , , , , , , I , Hurricane Category (1-2) enter 1 (3-5) enter 2 2 { , j Monroe County, Florida Summary Table (Existing Roadway Network) Normal Response Curve Hurricane Cateoorv 3.5 Milemarllers Year 2,000 Evacuation Evacuation Bottleneck Hours with Area --------~---- ------------ Location/Description From To .~. Configuration Outbound Lanes Time Delay Backup Link " A1 Lower Keys 2.0 40 Key West 10 Stock Island 4L 2 120000 000 A2 Lower Keys 40 90 Stock Island 10 Big COPPilt Key 4LD 2 1210:00 0:00:00 000 B Lower Keys 90 170 Big CODpitt Key to Sugarloaf Key 2L 1 12:2600 000:00 7.10 C Lower Keys 17.0 220 Sugaroaf Key to Cudjoe Key 2L 1 123600 0:00:00 720 Cudloe Key to Summerland Key D1 Lower Keys 220 240 Cove Airport 2L 1 124000 0:00:00 1020 Summerland Key Cove Airpon to 02 Lower Keys 24.0 2S0 Summerland Key 3L 1 12:42:00 000:00 0.00 03 Lower Keys 25.0 300 Summerland Key to Big Pine Ke' 2L 1 12:56.00 004:00 10.53 tJlg ~Ine Key to Wesl E Lower Keys 30.0 340 Summerland Keys 2L 1 1858:00 554:00 1793 West Summerland Keys to F1 Lower Keys 340 35.2 Spanish Harbor Keys 2L 1 19:0000 0:0000 0.00 SpaniSh Harbor Keys to Bahia F2 Lower Keys 35.2 36.5 Honda Bridge 4LD 2 19:02:00 0:00:00 000 tlanla Honda Brlage to tJanla F3 Lower Keys 36.5 375 Honda Key 2L 1 19:0400 0:0000 0.00 G Middle Keys 375 47.0 Bahia Honda Key to Hog Key 2L 1 1924.00 00000 0.00 H1 Middle Keys 47.0 48.0 Hog Key to Boot Key 2L 1 19:26:00 0:0000 11.60 H2 Middle Keys 48.0 502 8001 Key to Marathon 4L 2 19:30:00 000:00 0.00 11 Middle Keys 50.2 50.8 Marathon to Maralhon Shores 5L 2 19:32:00 0:00:00 0.00 IVldl dlllUII ,,"ore, d 12 Middle Keys 50.8 540 Beach 4LD 2 1938:00 0:00:00 0.00 J1 Middle Keys 54.0 S4.5 Key Colonial Beach to Deer Key 4LD 2 19:4000 0:00:00 0.00 J2 Middle Keys 54.5 58.0 Deer Key 10 Grassy Key 2L 1 19:4600 0:00:00 13.33 K Upper Keys 580 74.0 Grassy f<ey to Matecumbe Hartl<: 2L 1 20: 18:00 0:00:00 17.93 Matecumbe Harbor to T eatable I L Upper Keys 740 80.0 Key 2L 1 21 :22:00 052:00 18.80 M1 Upper Keys 80.0 83S Teatable Key 10 Islamorada 3L 1 221800 0:50:00 19.63 M2 Upper Keys 835 85.0 Islarrorada 10 Windley Key 2L 1 2224:00 000:00 0.00 N Upper Keys 85.6 900 Windle'l Key to ptantation Key 2L 1 24:0000 1:26:00 21.30 0 UDper Keys 90.0 1000 Tavernier Key to Newcort Key 4LD 2 2420:00 00000 0.33 p Upper Keys 100.0 105.0 Newport Key to Sexlon Cove 4LD 2 2430:00 0:00:00 14.40 Q Upper Keys 105.0 1063 Sexton Cove to Raltlesna~e Key 4LD 2 2432:00 0:0000 20.63 R1 Upper Keys 106.3 126.5 Rattlesnake Key 10 Card Sound 2U4L 1 25:12:00 00000 000 R2 South Dade 126S HEFT Card Sound Rd to HEFT 4LD 2 25: 1400 I 000:00 1673 1063 Int CR 905 I S Upper Keys CR 90S A Lake Surpnse to Crocodile Lake 2L 1 2252:00 103 Ocean Reef Int CR 905 ; T Upper Keys CR 905 A T angle fish Key to Crocodile Lake 2L 1 115800 110000 0.00 Int CR 905 : CroCOdile Lake to South Miaml- U Upper Keys CR 905 A US 1 Dade 2L 1 23:2400 1054.00 0.00 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = l J Two-lane faCility Two lanes wilh short four -lane seclions lor DasSlng purDoses Three-lane facllily (center lane IS a two-way leh-turn lane) Four-tane undivided taClldy Four-lane diVided facility Five-lane faCility (center lane:s a two-way leh-!urn lane; Monroe County, Florida Summary Table (Existing Roadway Network) Normal Response Curve Hurricane Cateaorv 3-5 Milemarkers Length Location/Description Year 2,000 Evacuation Background Total Vehicles Area -----------.--- ----------------- -[R,;u,;,i'edMiies) Link From To Configuration Outbound Lanes Traffic Al Lower Keys 20 4.0 2 Key Wesllo Stock Island 4L 2 2667 23722 A2 Lower Keys 40 90 5 Stock Island to Big CoppiN Key 4LO 2 2180 12748 8 Lower Keys 9.0 17.0 8 Biq Coppllt Key 10 Sugartoal Key 2L 1 1262 17093 C Lower Keys 170 220 5 Suqarloaf Key to Cudloe Key 2L 1 959 15772 CudJGe Key 10 Summerland Key Co':e 01 Lower Keys 220 24.0 2 Alfport 2L 1 744 17928 Summerland Key Cove Airport 10 02 Lower Keys 24.0 2S.0 1 Summerland Key 3L 1 744 16200 03 Lower Keys 250 30.0 5 Summerland Key to Big Pine Key 2L 1 930 16386 E Lower Keys 30.0 34.0 4 Big Pine Key to West Summerland Keys 2L 1 1060 21777 West Sumrnerland Keys 10 Spanish F1 Lower Keys 34.0 35.2 1 H arbor Key s 2L 1 1060 19156 Spanish Harbor Keys 10 Bahia Honaa F2 Lower Keys 35.2 36.S 1 Bfldge 4LO 2 713 18809 F3 Lower Keys 36.5 375 1 Bahia Honda Bridge to Bahia Honda Key 2L 1 713 18809 G Middle Keys 37.5 470 10 Bahia Honda Key to Hoo Key 2L 1 1345 19441 H1 Middle Keys 47.0 48.0 1 Hoo Key to Bool Key 2L 1 134S 23240 H2 Middle Keys 48.0 50.2 2 Bool Key 10 Maralhon 4L 2 971 22866 11 Middle Keys 50.2 50.8 1 Maralhon to Marathon Shores SL 2 971 23482 12 Middle Keys 50.8 S4.0 3 Marathon Shores to Key Colonial Beach 4LO 2 971 23482 J1 Middle Keys 54.0 54.S 1 Key Colonial Beach to Deer Key 4LO 2 597 23745 J2 Middle Keys 545 S8.0 3 Deer Key to Grassy Key 2L 1 597 23745 K Upper Keys S8.0 740 16 Grassy Key to Matecumbe Harbor 2L 1 870 26564 L Upper Keys 740 80.0 6 Malecumbe Harbor to T eatable Key 2L 1 1157 28343 M1 Upper Keys 800 83.5 3 T eatable Key 10 Islamorada 3L 1 1295 29863 M2 Upper Keys 83.S 85.6 3 Islamorada 10 Windley Key 2L 1 129S 28480 N Upper Kevs 85.6 90.0 5 Windley Key to Planlalion Key 2L 1 800 33S31 0 Upper Keys 90.0 1000 10 Tavernier Key 10 Newport Key 4LO 2 2186 35841 P Upper Keys 1000 10S.0 S Newport Key to Sexlon Cove 4LO 2 2698 44220 Q Upper Keys 105.0 106.3 1 Sexton Cove 10 Rattlesnake Key 4LD 2 2698 42600 R1 Uoper Keys 106.3 126S 20 Rattlesnake Key to Card Sound Rd 2U4L 1 1479 35868 R2 South Dade 1265 HEFT 1 Card Sound Rd to HEFT 4LD 2 1597 42373 I 106.3 int CK ::US I CK 8 2L 1479 7009 S Upper Keys an, 4 Lake Suroflse 10 Crocodile Lake 1 Inl CK 9us ICK T Upper Keys Ocean Reef an, .4 3 T anglefish Key 10 Crocodile Lake 2L 1 118 118 lOll "" 'UO 1\"" U Uoper Keys 905 A US 1 16 CrOCodile Lake 10 South Miaml-Dec:e 2L 1 1360 7747 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = sL = l . J Two-lane facility Two lanes wilh short four-lane sections for passing purposes Three-lane facility (center lane IS a two-way left-turn lane) Four-lane undivided facility Four-lane divided facility Five-lane facility (center lane IS a ~No-way le~-turn lane) Monroe County, Florida DwellillJl Unit Data KD/S EVAC % 2,005 - - -Du - (1)- - r - - -MH-OU - - r-- - T DU -- Key West MN01 100 14,7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 C 1 MN01 100 '- 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1.723 94 262 4A MN02 100 2,989 392 601 4B MN02 100 23 0 C 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,54,3 Key Col Bch MN03 100 826 0 u 8 MN03 100 526 8 1 ~ 3 9 ~lN03 100 310 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12/\ MN04 100 898 0 471 13 MN04 100 1,235 72 585 12B MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 547 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects tolal dwelling units (including mobli homes and excluding tOUrists units) ED/A = PAED/Area EV AC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area 1 -, . J Page1ModelSxls DwellingUnitData 1 1 Page2Mode/5xls (I Monroe County, Florida MN Summaries I I Milemarker I 2,005 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,359 1,323 5,611 Key West to Saddle Bunch Channel Bndge MN02 13 46 8,049 792 1,759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 '. 2,704 199 1.457 Long Key Viaduct to Whale Harbor Channel " MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1.358 2,509 Alono US. 1 MN07 106 ICWW 1,777 3 185 Alono CR 905 / 905 A ICard Sound Road) ITOTAL i 54,241l 4,987/. 14,46~ (1) Reflects total dwelling units (including mobd homes and excluding tourists units) EV AC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units DwellingUnitData Monroe County, Florida Input Parameters per Group 2005 ~umber Lower Keys I Middle Keys I Upper Keys Parameter ;-.; 1 I 2 I 3 I 4 1 5 J 6 I 7 Number of People per M.H. Unit 244 , 2.31 , 225 , , , , , , 1.97 227 , 227 , 2.11 , , , , , Number of People per Perm! Unit 244 , 2 31 , 225 , 1.97 227 , 227 , 2.11 , , , , I , , I , , Number of People per Tourist Unit 290 , 376 , 275 i 253 300 , 300 , 3.00 , , , , , Number of Vehicles per Unit 135 , 1 76 , 139 165 176 , , , , , 161 , 158 , , , , Number of Vehicles per Tourist Unit 104 , 104 , 105 110 1 10 , 1.10 1.10 , , : , , % Participation of M.H. Units 9000 , 9000 , 9000 90.00 90.00 , 9000 90.00 , , , % Participation of Other Units 4500 , 4500 , 6800 7500 75.00 , 75.00 75.00 , , , , , , % Occupancy of DwellingUnits 8600 , 7100 , 6900 5700 66.00 i 6500 42.00 , , , % Participation by Tourists Units at Risk 100.00 , 10000 , 100.00 , , , I 100.00 100.00 I 100 00 100.00 , , , % Occupancy of Tourist Units 72.00 , 6400 , 6400 70.00 7000 I 7000 7000 , I , , , , % Distribution Public Shelters (Residents) 0.00 i 000 j 000 0.00 I 0.00 i 000 i 0.00 : I I I , (Perm. Residents) Friend/Relative 25.00 , 25.00 , 20.00 15.00 , 1500 , 1500 I I , , I , 15.00 , I I , I Hotel/Motel 000 , 000 , 000 0.00 i 0.00 i 0.00 000 , , , , , I Out of County 7500 : 7500 , 8000 85.00 i 8500 8500 85.00 , , I % Distribution Public Shelters (Tourists) 000 I 000 , 000 0.00 , 0.00 000 0.00 , , I I , , , (Tourists) Friend/Relative 000 i 000 , 0.00 0.00 0.00 000 0.00 I , Hotel/Motel 0.00 , 000 , 000 , , 0.00 000 000 0.00 , , Out of County 100 00 , 10000 , 10000 100.00 100.00 1 00 00 10000 , , , , Vehicle Usage % 69.00 , 6900 i 7000 71.00 71.00 71.00 71.00 I I Tourist Vehicle Usage % 100,00 , 10000 , 100 00 100 00 100.00 , 100,00 100.00 , , , , , , Hurricane Category (1-2) enter 1 (3-5) enter 2 1 J . J Monroe County, Florida Summary Table (Existing Roadway Network) Late Response Curve Hurricane Cateqory 1-2 Milemar1<ers Year 2,000 Evacuation Evacuation Bottleneck Hours with Area ------------- --- -- ----- ~ -- c, Location/Description From To Configuration Outbound Lanes Time Delay Backup Link A1 Lower Keys 2.0 40 Kev Wesl '0 Stock Island 4L 2 160000 000 A2 Lower Keys 40 90 S,cC',sla.1d to Big Copplll Key 4LO 2 16:1000 000:00 0.00 B Lower Keys 90 170 Big COPOIII ';ey 10 Sugarloaf Key 2L 1 162600 00000 000 C Lower Keys 17.0 220 Sugarloaf Key 10 CUdjoe Key 2L 1 163600 00000 000 Cudloe Key 10 Summerland Key Dl Lower Keys 220 240 Cove Airoort 2L 1 16:4000 00000 0.00 Summerland Key Cove AlrPJrt to D2 Lower Keys 24.0 250 Summerland Key 3L 1 16:4200 00000 0.00 03 Lower Keys 250 300 Summerland Key to Big Pine Ke\ 2L 1 1652:00 0:00:00 000 olg "',ne Key to Wesl E Lower Keys 30.0 340 SiJmmerland Keys 2L 1 1700:00 00000 513 'Nest Sumrr"rland Keys 10 Fl Lower Keys 34.0 352 SoaOlsh Harbor Keys 2L 1 1702:00 00000 000 Spanish Haroor Keys to Bahia F2 Lower Keys 35.2 365 Honda Bndge 4LD 2 170400 000 :00 000 I tJanla Honoa onoge 10 tJahla F3 Lower Keys 365 37S Honda Key 2L 1 17:0600 00000 0.00 G Middle Keys 375 470 Bahia Honda Key to Hog Key 2L 1 172600 000:00 0.00 H1 Middle Keys 470 48.0 Hog Key 10 Boot Key 2L 1 1728:00 00000 000 H2 Middle Keys 48.0 50.2 Bool Key to Marathon 4L 2 1732:00 000:00 000 11 Middle Keys 50.2 SO.8 Maralhon 10 Maralhon Shores 5L 2 173400 000:00 000 INld dlllUII .o"V'co Ildl 12 Middle Keys 50.8 54.0 Beach 4LD 2 17:4000 000:00 0.00 Jl Middle Keys 54.0 545 Key ColoOlal Beach to Deer Key 4LD 2 17:42:00 0:00:00 0.00 J2 Middle Keys 545 580 Deer Key to Grassy Key 2L 1 17:48:00 000:00 0.67 K Upper Keys 580 740 Grassy Key to Matecumbe Harb< 2L 1 18:20:00 00000 5.60 Malecurrce Harbor to Teatable L Upper Keys 74.0 80.0 Key 2L 1 18:32:00 000:00 1007 M1 Upper Keys 80.0 835 Teatable Key to Islamorada 3L 1 18:38:00 0:0000 13.S7 M2 Upper Keys 83.5 856 Islamorada to Windley Key 2L 1 18:44:00 0:00:00 000 N Upper Keys 85.6 90.0 Windley ".ey to Planlation K=y 2L 1 19:34:00 0:40:00 16.13 0 Upper Keys 90.0 1000 T avem,er :Key to Newpon Key 4LD 2 19:5400 00000 000 p Upper Keys 100.0 105.0 Newport Key to Sexlon Cove 4LD 2 20:0400 000:00 343 Q Upper Keys 105.0 106:3 Sexton Ceve 10 Ralllesnake Key 4LD 2 2006:00 000:00 14.70 R1 Uoper Keys 106.3 126.5 Rattlesnake Key 10 Card Sound, 2U4L 1 20:46:00 000:00 0.00 R2 Soulh Dade 126.5 HEFT Card Sound Rd to HEFT 4LD 2 20:48:00 0:0000 11.87 106:3 Inl CR 905 / S Upper Keys CR 905 A LaKe Surpnse 10 Crocodile Lake 2L 1 18:30:00 103 Ocean Reel Inl CR 905 I T Upper Keys CR 905 A Tangleflsn Key 10 Crocodile Lake 2L 1 155800 2:3800 000 Int CR 905 ! Crocodile Lake to Soulh Mlaml- U Upper Keys CR 90S A US 1 Dade 2L 1 190200 2:3200 000 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = T 'NO-lane facillly T'NO lanes Wllh shan four-lane seCllons lor pasSing purposes Three-lane facility (cenler lane IS a two-way left-turn lane) Four -lane undiVided faclllly Four-lane diVided faCility Five-lane facility (eenler lane IS a two-way left-turn iane I J . J Milemarkers Length Year 2,000 Evacuation Background Area --------------- - ---------------- -CRo-u-,;,ii;d-p,ii'-es) Location/Description Total Vehicles link From To Configuration Outbound Lanes Traffic Al Lower Keys 2.0 40 2 Key West to Slock Island 4L 2 2667 18S15 A2 Lower Keys 40 90 5 Slock Island to Biq Coppill Key 4LD 2 2180 10144 8 Lower Keys 90 170 8 8'g CDPplrt ~ey 10 Suqanoaf Key 2L 1 1262 13187 C Lower Keys 170 220 S Secarloaf Key 10 Cudloe Key 2L 1 959 12283 Cu,lloe Key 10 Summenand Key Cove 01 Lower Keys 220 24.0 2 AI,"DOr1 2L 1 744 14147 Summerland Key Cove Airport 10 02 Lower Keys 24.0 25.0 1 Summenand Key 3L 1 744 12781 03 Lower Keys 25.0 30.0 5 Surnmerland Key to Big Pine Key 2L 1 930 12967 E Lower Keys 30.0 340 4 6'g Pine Key to Wesl Summenand Keys 2L 1 1060 16415 West Sumrnerland Keys to Spanish Fl Lower Key s 340 3S.2 1 Harber Keys 2L 1 1060 15151 F2 352 36S 1 I Spanish Harbor Keys to Bahia Honda 4LO 2 713 14804 Lower Keys 16f1dge F3 Lower Keys 365 375 1 Bahia Honda Bridge to Bahia Honda Key 2L 1 713 14804 G Middle Kevs 37.S 470 10 Bahia Honda Key 10 Hog Key 2L 1 1345 15436 Hl Middle Kevs 470 480 1 Hog Key 10 Bool Key 2L 1 134S 182S0 H2 Middle Keys 48.0 50.2 2 Boot Key to Marathon 4L 2 971 17876 11 Middle Keys 50.2 50.8 1 Maralhon to Marathon Shores SL 2 971 18280 12 Middle Keys 50.8 540 3 Marathon Shores 10 Key Colonial Beach 4LO 2 971 18285 J1 Middle Keys S4.0 54.S 1 Key Colonial Beach to Deer Key 4LO 2 S97 18393 J2 Middle Keys S4S 580 3 Deer Key 10 Grassy Key 2L 1 S97 18393 K Upper Keys 58.0 74.0 16 Grassy Key to Malecumbe Harbor 2L 1 870 20S94 L Upper Keys 74.0 80.0 6 Matecumbe Harbor to T eatable Key 2L 1 1157 22142 M1 Upper Keys 80_0 835 3 I' eatable Key 10 Islamorada 3L 1 1295 23392 M2 Upper Keys 835 85.6 3 Islamorada 10 Windley Key 2L 1 1295 22279 N Upper Keys 8S6 90.0 5 Windley Key 10 Plantation Key 2L 1 800 2S799 0 Upper Keys 90.0 100.0 10 Tavernier Key to Newport Key 4LD 2 2186 27854 P Upper Keys 100.0 105.0 5 flewoort Key /0 Sexton Cove 4LO 2 2698 34590 Q Upper Keys 10S.0 106.3 1 Sexton Cove to Rattlesnake Key 4LD 2 2698 33330 R1 Upper Keys 106.3 126S 20 Rattlesnake Key to Card Sound Rd 2U4L 1 1479 28063 R2 Soulh Dade 1265 HEFT 1 Card Sound Rd 10 HEFT 4LD 2 1597 32794 I In~T\Jl: S Upper Keys 106.3 Of\<; ^ 8 Lake Surpflse to Crocodile Lake 2L 1 1479 5544 Ocean Reef infCR9U5 j CR T Upper Keys Q()<; A 3 T anale~sh Key to Crocodile Lake 2L 1 118 118 im\-,K';;UYi Ij U Upper Keys 905 A US 1 16 Crocodile Lake 10 Soulh Miami-Dade 2L 1 1360 5974 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = \ 1 f 1 Monroe County, Florida Summary Table (Existing Roadway Network) Late Response Curve Hurricane Cateoorv 1-2 Two-lane facility Two lanes With short four-lane sechons for passing purposes Three-lane facllily (cenler lane is a two-way left-turn lane) Four-lane undivided facility Four-lane divided facility Five-lane facility (center lane is a two-way left-turn lane) Monroe County, Florida DwellinQ Unit Data KD/S EVAC % 2,005 __u_ - -----r------ -- - --r-- - - --- - -- DU (1) : MHDU : TDU Key West MN01 100 14.7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1.723 94 268 4A MN02 100 2,989 392 601 48 MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 810 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 12B MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area ~ .-, . J Page 1 ModelS xis DwellingUnitData II Monroe County, Florida MN Summaries ]1 EVAC Milemarker 2,005 Description From To DU (1) MHDU TDU MN01 0 13 18,359 1,323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1,759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 2,704 199 1,457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5.706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1,358 2,509 Alonq U.S. 1 MN07 106 ICWW 1.777 3 185 Alonq CR 905 / 905 A (Card Sound Road) ITOT AL I 54,2411 4,9871 14,4601 (1) Reflects total dwelling units (including mobll homes and excluding tourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units 1 J Page2Model5xls DwellingUnitOata Monroe County, Florida Input Parameters per Group 2005 ~Number Lower Keys I Middle Keys I Upper Keys Parameter " 1 I 2 I 3 I 4 I 5 I 6 I 7 2.44 , 2.31 , 2.25 , , Number of People per M.H. Unit I I , 197 I 2.27 2.27 2.11 , , , , Number of People per Permt Unit 2.44 I 2.31 , 2.25 , 1.97 I 2.27 2.27 2.11 , , , I I , Number of People per Tourist Unit 2.90 i 376 i 275 , 2.53 3.00 3.00 3.00 , I I Number of Vehicles per Unit 1.35 I 1.76 I 139 , 1.65 1.76 1.61 1.58 . I I , I , Number of Vehicles per Tourist Unit 1.04 1.04 i 105 i 110 1.10 1.10 1.10 : , % Participation of M.H. Units 95.00 95.00 i 95.00 , 9500 95.00 9500 95.00 1 , % Participation of Other Units 60.00 60.00 I 80.00 , 85.00 8500 85.00 8500 , , , , % Occupancy of DwellingUnits 86.00 71.00 i 69.00 , 57.00 66.00 65.00 42.00 : I ; % Participation by Tourists Units at Risk 100.00 10000 I 100.00 , I , 100.00 100.00 100.00 100.00 I , % Occupancy of Tourist Units 72.00 6400 , 64.00 70.00 70.00 70.00 70.00 , , % Distribution Public Shelters (Residents) 0.00 0.00 ; 0.00 0.00 0.00 0.00 0.00 I (Perm. Residents) Friend/Relative 5.00 5.00 I 5.00 0.00 0.00 0.00 0.00 I I Hotel/Motel 0.00 i 0.00 i 0.00 0.00 0.00 0.00 0.00 I : Out of County 95,00 : 95.00 i 95.00 100.00 100.00 100.00 100.00 I I % Distribution Public Shelters (Tourists) 0.00 I 0.00 I 0.00 0.00 0.00 0.00 0.00 I I I , (Tourists) Friend/Relative 0.00 i 0.00 i 0.00 0.00 0.00 0.00 0.00 I , Hotel/Motel 0.00 , 0.00 I . I 0.00 000 0.00 0.00 0.00 I I Out of County 100.00 , 100.00 I 100.00 100.00 100.00 100.00 100.00 I I , , Vehicle Usage % 69.00 i 69.00 i 70.00 71.00 71.00 I 71.00 71.00 I : , Tourist Vehicle Usage % 100.00 I 100.00 , 100.00 100.00 100.00 , 100.00 100.00 , , I I , , Hurricane Category (1-2) enter 1 (3-5) enter 2 << , J Monroe County, Florida Summary Table (Existing Roadway Network) Late Response Curve Hurricane Cateoorv 3.5 Milemarkef'J Year 2,000 Evacuation Evacuation Bottleneck Hours ~ Area ------------- ---------_.- Location/Description Link From To Configuration Outbound Lanes Time Delay Backup A1 Lower Keys 2.0 4.0 Key 'Nesl 10 Stock Islano 4L 2 1600:00 0.00 A2 Lower Keys 40 gO Stack Island '0 Big Copplll Key 4LD 2 16.10:00 00000 0.00 B Lower Keys 90 170 Big CODPIII Key to Sugarloaf Key 2L 1 1626:00 00000 000 C Lower Keys 170 220 Suganoai Key to CUdJoe Key 2L 1 1636:00 00000 0.00 CudjOe Key to Summerland Key 01 Lower Keys 220 240 Cove .~Irport 2L 1 16:40:00 0:0000 000 Summerland Key Cove Airport to 02 Lower Keys 240 25.0 Summerland Key 3L 1 16:42:00 0:0000 0.00 03 Lower Keys 250 30.0 Summerland Key to Big P:ne Ke\ 2L 1 165200 000:00 0.00 big ~Ine ~ey 10 'Nest E Lower Keys 30.0 34.0 Scmmerlanc Keys 2L 1 19:32:00 2:32:00 18.50 West Sumr;-or:3nd Keys 10 F1 Lower Keys 34.0 352 Spanish Har:;or Keys 2L 1 1934:00 0:00:00 0.00 Soanlsh Harbor Keys to Bahia F2 Lower Keys 3S2 36.5 Honda Bndge 4LD 2 19:36:00 0:00:00 0.00 I banla Honoa bnoge to danla F3 Lower Keys 36.5 375 Honda Key 2L 1 19:38:00 0:00:00 0.00 G Middle Keys 37.5 470 Bahia Honda Key to Hog Key 2L 1 19:58:00 0:00:00 0.00 H1 Middle Keys 47.0 48.0 Hog Key to Boot Key 2L 1 20:00:00 0:00:00 2.13 H2 Middle Keys 480 50.2 Boot Key to Marathon 4L 2 20:04:00 0:00:00 0.00 11 Middle Keys 50.2 SO.8 Marathon to Marathon Shores 5L 2 20:06:00 0:00:00 0.00 I'Vldl r.H1IUII ,:, I U'Vllldl 12 Middle Keys 50_8 54.0 Be ach 4LD 2 20: 12:00 0:00:00 0.00 J1 Middle Keys 54.0 545 Key [olomal Beach 10 Deer Key 4LD 2 20:14:00 0:00:00 0.00 J2 Middle Keys 54.5 58.0 Deer Key to Grassy Key 2L 1 20:20:00 0:00:00 9.67 K Upper Keys 58.0 74.0 Grassy Key to Matecumbe Harbc 2L 1 20:S2:00 0:00:00 16.33 Maiecumbe Harbor to r eatabie L Upper Keys 74.0 80.0 Key 2L 1 21 :52:00 0:48:00 19.30 M1 Upper Keys 80.0 83.5 T eatable Key to Islamorada 3L 1 22:5200 0:54:00 20.20 M2 Upper Keys 83.5 85.6 Islamorada 10 'Nindley Key 2L 1 22:58:00 0:00:00 0.00 N Upper Keys 85.6 90.0 Windley Key to Plantation Key 2L 1 24:40:00 1:32:00 21.73 0 Upper Keys 90.0 1000 Tavernier Key to Newport Key 4LO 2 2S0000 0:00:00 0.00 P Upper Keys 100.0 105.0 Ne'NOort Key 10 Sexton Cove 4LO 2 25:10:00 0:00:00 13:43 Q Upper Keys 105.0 1063 Sexton Cove 10 Rattlesnake Key 4LO 2 2S:12:00 0:0000 19.13 R1 Upper Keys 1063 126_5 Raltiesnake Key to Card Sound 2U4L 1 2S:52:00 0:00:00 0.00 R2 South Dade 126.5 HEFT Card Sound Pd 10 HEFT 4LO 2 2554:00 0:0000 16.90 1063 Inl CR 90S / S Upper Keys CR 905 A Lake Surpnse to Crocodile Lake 2L 1 22:4800 1.03 Ocean Reef Int CR 905 / T Upper Keys CR 905 A Tanglensh Key to Crocodile Lake 2L 1 1558:00 6:S6:00 000 Inl CR 905 / Crocodile Lake to Soulh Miaml- U Upper Keys CR 905 A US 1 Dade 2L 1 2320:00 6.5000 0.00 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = t . j Two-lane facility Two lanes with short four-lane seclions for passing purooses Three-lane facility (center lane IS a two-way left-turn lane) Four-lane undivided facilily Four-lane divided facility Five-lane iacilily (center lane IS a lwo-way left-Iurn lane) Monroe County, Florida Summary Table (Existing Roadway Network) Late Response Curve Hurricane Cateaorv 3.5 Milemarken Length Location/Description Year 2,000 Evacuation Background Total Vehicles Area .-------------- ----------------- -[Ro-U'n,jiid-Mii..) Link From To Configuration Outbound Lanes Traffic A1 Lower Kevs 20 40 2 Key West 10 Stock Island 4L 2 2667 23722 A2 Lower Keys 40 90 " 5 Slock Island 10 Biq Coopitt Key 4LO 2 2180 12748 8 Lower Key s 90 170 8 Blq Copplll Key 10 Suqarloal K,ey 2L 1 1262 17093 C Lower Keys t7.0 22.0 5 Suqarloaf Key 10 Cudjoe Key 2L 1 9S9 16330 Cudloe Key to Summerland Key Cove 01 Lower Keys 220 24.0 2 Airoort 2L 1 744 18486 Summerland Key Cove Airporllo 02 Lower Keys 240 25.0 1 Summerland Key 3L 1 744 16758 03 Lower Keys 2S.0 30.0 5 Summerland Key 10 Biq Pine Key 2L 1 930 16944 E Lower Keys 30.0 34.0 4 Big P'ne Key 10 West Summerland Keys 2L 1 1060 22338 West Summerland Keys to Spanish F1 Lower Keys 34.0 3S.2 1 Harbor Keys 2L 1 1060 19718 Spanish Harbor Keys to Bahia Honda F2 lower Keys 352 36S 1 Bfldge 4LO 2 713 19371 F3 Lower Keys 365 37.5 1 Bahia Honda 8ridge to Bahia Honda Key 2L 1 713 19371 G Middle Keys 37.5 47.0 10 Bahia Honda Key to Hog Key 2L 1 1345 20002 H1 Middle Keys 47.0 48.0 1 HCQ Key to Boot Key 2L 1 134S 23801 H2 Middle Keys 48.0 SO.2 2 Boot Key 10 Marathon 4L 2 971 23427 11 Middle Keys 50.2 50.8 1 Maralhon to Marathon Shores 5L 2 971 24044 12 Middle Keys SO.8 S4.0 3 Marathon Shores to Key Colonial Beach 4LD 2 971 24044 J1 Middle Keys 54.0 S4.5 1 Key Colonial Beach to Deer Key 4LD 2 597 24306 J2 Middle Keys S4.5 58.0 3 Deer Key to Grassy Key 2L 1 S97 24306 K Upper Keys 580 74.0 16 Grassy Key 10 Matecumbe Harbor 2L 1 870 2712S L Upper Keys 74.0 80.0 6 Matecumbe Harbor to T eatable Key 2L 1 11S7 28904 M1 Upper Keys 80.0 83.5 3 Teatable Key lolslamorada 3L 1 129S 3042S M2 Upper Keys 835 85.6 3 Islamorada to Windley Key 2L 1 129S 29042 N Upper Keys 856 90.0 S Windley Key to Plantation Key 2L 1 800 34093 0 Upper Keys 90.0 100.0 10 Tavernier Key to Newport Key 4LO 2 2186 36403 p Upper Keys 100.0 105.0 5 Newport Key to Sexton Cove 4LD 2 2698 44781 Q Upper Keys 10S.0 106.3 1 Sex Ion Cove 10 Rattlesnake Key 4LO 2 2698 43162 Rl Upper Keys 106.3 126S 20 Rattlesnake Key to Card Sound Rd 2U4L 1 1479 36S76 R2 Soulh Dade 1265 HEFT 1 Card Sound Rd 10 HEFT 4LD 2 lS97 42934 S 106.3 int CK !JUol CK 8 1 1479 6863 Upper Keys O()oi A Lake SurOf!se to Crocodile Lake 2L Ocean Reef Int CR 9051 CR T Upper Keys Q(l<; A 3 T anqlefish Key to Crocodile Lake 2L 1 118 118 ,1I1l ""\ "'"" ''''' U Upper Keys 905 A US 1 16 Crocodile lake to South Miami-Dade 2L 1 1360 7601 LEGEND: 2l = 2U4L = 3L = 4L = 4LD = 5L = Two-lane facility T we lanes with short four -lane seclions for passing purposes Three-lane facility (center lane IS a two-way lett-lurn lane) Four-lane undivided facility Four-lane divided facility Five-lane facility (center lane is a two-way lett-turn lane) J ~ 1 Monroe County, Florida Dwelling Unit Data KD/S EVAC % 2,005 - - - - -------r---------- - j--- -- ----- DU (1) : MHDU : TDU Key West MN01 100 14,7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1,723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 '3.230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 810 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 12B MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1.777 3 185 (1) Reflects total dwelling units (including moblie homes and excluding tau fists units) ED/A = PAED/Area EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area I ~ Page 1 ModeI5-05.xls DwellingUnltData J j II Monroe County, Florida MN Summaries EVAC Milemarker 2,005 Description From To DU (1) MHDU TDU MN01 0 13 18,359 1,323 5,611 Key West 10 Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1,759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 2,704 199 1,457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1.358 2,509 Alonq U.S. 1 MN07 106 ICWW 1,777 3 185 AlonQ CR 905 /905 A (Card Sound Road) ~OTAL I 54,2411 4,9871 14,4601 (1) Reflects total dwelling units (including mobil homes and excluding tOUrists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % at Mobile Home Dwelling Units Page2Model5-05xls DwellingUnilData Monroe County, Florida Input Parameters per Group 2005 ~Number Lower Keys I Middle Keys I Upper Keys Parameter 1 I 2 I 3 I 4 I 5 I 6 I 7 2.44 , 2.31 , 2.25 , , Number of People per MH Unit , , , 1.97 2.27 2.27 , 2.11 , , , , Number of People per Permt Unit 2.44 , 2.31 , 2.25 , 197 2.27 2.27 , 211 , I I , , I , Number of People per Tourist Unit 290 , 3.76 2.75 i 2.53 3.00 3.00 , 300 , I , Number of Vehicles per Unit 135 , 176 1.39 I 176 , , , 1.65 1.61 , 158 , , , Number of Vehicles per Tourist Unit 104 , 104 1.05 i 1.10 110 1.10 1.10 , : i ; % Participation of M.H. Units 90.00 , 90.00 90.00 : 90.00 90.00 I 90.00 90.00 , , % Participation of Other Units 4500 , 45.00 68.00 I 75.00 , 75.00 75.00 75.00 , , , , % Occupancy of DwellingUnjts 86.00 , 71.00 69.00 i 57.00 66.00 65.00 42.00 , : i ; % Participation by Tourists Units at Risk 100.00 , 100.00 , , 100.00 , 100.00 100.00 100,00 100.00 , I % Occupancy of Tourist Units nOD , 64.00 64.00 , 70.00 70.00 70.00 70.00 I , , , % Distribution Public Shelters (Residents) 0.00 i 0.00 0.00 i 0.00 0.00 0.00 0.00 , : (Perm. Residents) Friend/Relative 2500 I 25.00 20.00 , 15.00 15.00 15.00 15.00 , I I I Hotel/Motel 000 i 0.00 0.00 0.00 i 0.00 0.00 0.00 I i : i Out of County 75.00 i 75.00 80.00 85.00 i 85.00 85,00 85.00 , % Distribution Public Shelters (Tourists) 0.00 0,00 0.00 0.00 I 0.00 0.00 0.00 I , (Tourists) Friend/Relative 0.00 0,00 0.00 0.00 ; 0.00 ; 0.00 0.00 Hotel/Motel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Out of County 100.00 100.00 100.00 100.00 100.00 100.00 , 100.00 Vehicle Usage % 69.00 69.00 70.00 71.00 71.00 71.00 ; 71.00 I Tourist Vehicle Usage % 100.00 I 100.00 100.00 100.00 100.00 100.00 , 100.00 , , , Hurricane Category (1-2) enter 1 (3-5) enter 2 ! J II Link Name Area A 1 : Lower Keys : A2 : Lower Keys : B : Lower Keys : C :Lower Keys : , , , , 01 : Lower Keys : , , , , 02 :Lower Keys : D3 :Lower Keys , , E i Lower Keys , , F 1 : Lower Keys . , , F2 iLower Keys , , F3 :Lower Keys G :Middle Keys H 1 : Middle Keys H2 :Middle Keys 11 : Middle Keys : 12 iMiddle Keys J 1 i Middle Keys : J2 :Middle Keys: K : Upper Keys : L iUpper Keys i tv11 :Upper Keys : M2 iUpper Keys i N :Upper Keys : o :Upper Keys : P :Upper Keys : Q : Upper Keys R1 iUpper Keys R2 :South Dade , , S : Upper Keys , , T : Upper Keys Monroe County, Florida Roadway Network II Milemarkers From I To Location/Description Evacuation Year 2,000 Outbound Pavement Outbound Flow Total Flow Configuration Width (FT) Rate! Lane Rate Lanes 2.0 4.0 9.0 170 4.0 9.0 17.0 22.0 :Key West to Stock Island : :Stock Islqnd to Big COppltt Key i : Big Coppftt Key to Sugarloai Key : :Sugarloaf Key 10 Cudjoe Key : : :l,uoJoe Key 10 ::oummenano Key : 220 : 24.0 :Cove Airport i : i;:,ummenana r\ey l,ove Alrp0r110 : 24.0 i 25.0 iSummerland Key i 25.0 : 30.0 :Summerland Key to Big Pine Key : : : tJlg r'lne Key 10 '!Vest ::OUrTlfllenClflo : 30.0 : 34.0 :Keys i :wesl ::oummenand Keys [0 ::opanlsn : 35.2 :Harbor Keys i i Spanish Harbor ,(eys to Bahia i 36.5 iHonda Bridge , f63IT1anonoa cmoge [0 banla Honoa ' 37.5 iKey 47.0 iBahia Honda Key to Hog Key : 48.0 :Hog Key to Boot Key : 50.2 !Boot Key to Marathon : 50.8 : Marathon to Marathon Shores : :lVTaratnon ~lTOres to Key l."OIOnlal 50.8 : 54.0 :Beach 54.0 : 54.5 :Key Colonial Beach to Deer Key : 54.5 : 58.0 :Deer Key to Grassy Key 58.0 : 74.0 :Grassy Key to Matecumbe Harbor : 74.0 i 80.0 iMatecumbe Harbor to Teatable Key i 80.0 : 83.5 :Teatable Key to Islamorada 83.5 i 85.6 i1slamorada to Windley Key 85.6 : 90.0 :Windley Key to Plantation Key 90.0 i 100.0 iTavernier Key to Newport Key 100.0 : 105.0 : Newport Key to Sexton Cove 105.0 : 106.3 : Sexton Cove to Rattlesnake Key : 106.3 1 126.5 :Rattlesnake Key to Card Sound Rd ! 126.5 : HEFT :Card Sound Rd to HEFT : 1m l,K ~U:J / : 106.3 i CR 905 A :Lake Surpnse to Crocodile Lake : Int CK ~05 / : i Ocean Reed CR 905 A :Tanglefish Key to Crocodile Lake : 34.0 35.2 36.5 375 47.0 48.0 50.2 : :Ull v :JUJ ': U i Upper Keys: CR 905 A i US 1 , . !crocodile Lake to South Miami-Dade i LEGEND: 2L = Two-lane facility 2U4L = Two lanes with short four-lane sections for passing purooses 3L = Three-lane facility (center lane is a two-way left-turn lane) 4L = Four-lane undivided facility 4LD = Four-lane divided facility 5L = Five-lane facility (center lane IS a two-way left-turn lane) J J 4L 4LD 2L 2L 2L 3L 2L 2L 2L 4LD 2L 2L 2L 4L 5L 4LD 4LD 2L 2L 2L 3L 2L 2L 4LD 4LD 4LD 2U4L 4LD 2L 2L 2L 2 2 1 1 : 44'-53' 34' 34' , , i 44' i : 44' : 33'-44' , , i 33' 2 1 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 3 , , i 25' i width i unknown : 33' 25' 25' i 25'-49' 64' : ! 58'-64' 58' : 32'-58' , 32' 48' 48' 48' : 33'-48' : : 441-56' : : 44'-52' : : 44'-52' : : 24'-251 : 32' 60' , , , , , , : 24'-25' : 900 900 1,350 1,350 1,350 1.350 1.350 1,050 1,350 1.350 1.350 1,500 1,350 900 900 900 900 1,350 1,350 1,350 1.350 1.350 1.350 900 900 900 1,500 900 600 1,350 1.350 1,800 1,800 1,350 1,350 1.350 1,350 1.350 1,050 1.350 2,700 1.350 1,500 2,700 1,800 1,800 1,800 1,800 2,700 2,700 2,700 2,700 2,700 2,700 2,700 2,700 2,700 3,000 2,700 600 1.350 1.350 Monroe County, Florida Summary Table 1 (TSM w/one way US1) Normal Response Curve Hurricane Cateqory 1-2 Milemarkers Year 2,000 Evacuation Evacuation Bottleneck Hours witt Area ------------- -------.---- :': Location/Description From To Configuration Outbound Lanes Time Delay Backup Link A1 Lower Keys 20 40 Key ',vesl :0 Stock island 4L 2 1200:00 000 A2 Lower Keys 40 gO Sieck Island to Big COppilt Key 4LD 2 12:10:00 00000 0.00 B LO'Ner Keys 90 170 Big CCPDIIt Key 10 Sugarloal Key 2L 1 12:26:00 000:00 3.57 C Lower Keys 170 220 Sugarloaf Key to Cudioe Key 2L 1 12:36:00 000:00 3.57 Cudloe Key 10 Summerlano Key 01 Lower Keys 220 24.0 Cove /..lCOOr1 2L 1 12:4000 00000 4.80 I Summerland Key Cove A1rlXlr1 to 02 Lower Keys 24.0 25.0 Summenand Key 3L 1 12:4200 00000 000 03 Lower K,eys 250 300 Summer'and Key 10 Big Pine Ke' 2L 1 12:52:00 000:00 493 Ig r'I"e ~ey 10 Wesl E Lower Keys 30.0 340 Summerland Keys 2L 1 15:0600 2:0600 1357 WeSI SumneCl3nd Keys to F1 Lower Keys 34.0 352 Spanish Harbor Keys 2L 1 15:0800 0:0000 0.00 Spanish Harbor Keys to Bahia F2 Lower Keys 35.2 365 Honda Bndge 4LD 2 .1510:00 0:00:00 0.00 i:Janla ,.,onoa tlndge 10 tlanla F3 Lower Keys 365 375 Honda Key 2L 1 15:1200 00000 0.00 G Middle Keys 37.5 47.0 Bahia Honda Key 10 Hog Key 2L 1 15:32:00 00000 0.00 H1 Middle Keys 470 48.0 Hog Key 10 Boot Key 2L 2 15:34:00 0:00:00 0.00 H2 Middle Keys 48.0 50.2 Boot Key to Maralhon 4L 2 15:38:00 00000 0.00 11 Middle Keys 50.2 50.8 Maralhon to Marathon Shores 5L 2 15:40:00 0:00:00 0.00 IlVltifcililU I ..)1 IUIc:::> lu "'"'1 '>.,.lUlu j 12 Middle Keys 50.8 540 Beach 4LD 2 15:46:00 0:0000 000 J1 Middle Keys 54.0 S4.5 Key Colonial Beach to Deer Key 4LD 2 15:48:00 0:00:00 0.00 J2 Middle Keys 545 58.0 Deer Key 10 Grassy Key 2L 2 1S:54:00 000:00 0.00 K Upper Keys 58.0 740 Grassy Key 10 Malecumbe Harbc 2L 2 16:2600 00000 0.00 Matecumoe Harbor to I ealaole L Upper Keys 74.0 80.0 Key 2L 2 16:38:00 000:00 000 M1 Upper Keys 80.0 835 T eatable Key 10 Islamorada 3L 2 16:44:00 000:00 0.00 M2 Upper Keys 83.5 85.6 Islamorada to Windley Key 2L 2 16:50:00 000:00 0.00 N Upper Keys 85.6 90.0 Windley '~ey 10 Plantation Key 2L 2 17:00:00 000:00 0.00 0 UDper Keys 90.0 1000 Tavernier Key 10 Newport Key 4LD 3 17:2000 0:00:00 000 P Upper Keys 100.0 105.0 ~lewocr1 Key 10 Sexton Cove 4LD 3 17:30:00 00000 3.10 Q UDPer Keys 105.0 106.3 Sex Ion Co'/e 10 Raltlesnake Key 4LD 3 17:32:00 I 00000 5.10 R1 UpDer Keys 106:3 1265 Rattlesnake Key 10 Card Sound 2U4L 2 18:12:00 0:0000 000 R2 Soulh Dade 1265 HEFT Card Sound F,-d to HEFT 4LD 3 18:14:00 00000 1.73 106:3 1.11 CR 905 i S Upper Keys CR 905 A LaKe Su rpnse to Crocodile Lake 2L 1 758:00 000 Ocean Reef 1.11 CR 905 / T Upper Keys CR 905 A Tan,~leflsh Key 10 Crocodile Lake 2L 1 11:S8:00 3S400 000 Int CR 905 i Crocodi'e Lake to South Miaml- U U Dper Keys CR 905 A IJS 1 Dade 2L 1 12:30:00 00000 000 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = J J T we-lane facility Twe lanes Wlth short four-lane sections lor passing purc{)ses Three-lane facility (cenler lane IS a ::WO-way lert-Iurn 'anel Four-lane undiVided taclllly Four-lane diVided facilily F,ve-iane facillly (center lane IS a t't.<J-waY'eft-lurn :ane Monroe County, Florida Summary Table 2 (TSM w/one way US1) Normal Response Curve Hurricane Cateqorv 1-2 Milemarkers ______~~~_Q.lI1._____ LocationlDescription Year 2,000 Evacuation Background T olal Vehicles Area --------------- ----------------- Link From To (Rounded Miles) Configuration Outbound Lanes Traffic Al Lower Keys 20 4.0 -- 2 Key 'Nesllo Stock Island 4L 2 2667 18S1S A2 Lower Keys 4.0 9.0 5 Stock Island 10 B'Q CoPPIIl Key 4LO 2 2180 10144 B Lower K.eys 9.0 170 8 BIQ Cooolll Key 10 Sugarloaf Key 2L 1 1262 13187 C Lower Keys 170 220 5 Suqarloaf Key 10 Cudioe Key 2L 1 9S9 1205S Cudloe Key 10 Summerland Key Cove 01 Lower Keys 220 24.0 2 Alloort 2L 1 744 13919 Summerland Key Cove Airport to 02 Lower Keys 240 25.0 1 Summerland Key 3L 1 744 125S3 03 Lower Keys 25.0 30.0 5 Summerland Key to Big Pine Key 2L 1 930 12739 E LC'Ner Key s 30.0 340 I 4 61g Pine Key to West Summerland Keys 2L 1 1060 16168 'Nest Summerland Keys 10 Spanish Fl Lower ~e/ s 340 35.2 . Harber Keys 2L 1 1060 14903 , Spanish Harber Keys to Bahia Honda F2 Lower Keys 35.2 36.S 1 Bridge 4LO 2 713 145S6 F3 Lower Keys 36.5 37.S 1 Bahia Honda Bridge 10 Bahia Honda Key 2L 1 713 14S56 G Middle Keys 375 470 10 Bahia Honda Key to Hog Key 2L 1 1345 lS188 H1 Middle Keys 470 48.0 1 HDQ Key to Boot Key 2L 2 1345 18002 H2 Middle Keys 480 50.2 2 Bool Key to Marathon 4L 2 971 17628 11 Middle Keys 50.2 50.8 1 Marathon to Marathon Shores 5L 2 971 18032 12 Middle Keys 50.8 54.0 3 Marathon Shores 10 Key Colonial Beach 4LO 2 971 18037 J 1 Middle Keys 54.0 S4.5 1 Key Colonial Beach to Deer Key 4LO 2 S97 1814S J2 Middle Keys 54.5 S80 3 Deer Key 10 Grassy Key 2L 2 597 1814S K upper Keys 58.0 74.0 16 Grassy Key to Matecumbe Harber 2L 2 870 20346 L Upper Keys 740 80.0 6 Matecumbe Harber to T eatable Key 2L 2 11S7 21894 M1 Upper Keys 80.0 83.S 3 T eatable Key to Islamorada 3L 2 1295 23143 M2 Upper Keys 83.5 85.6 3 Islamorada to Windley Key 2L 2 1295 22031 N Upper Keys 85.6 90.0 S Windley Key to Plantation Key 2L 2 800 25S51 0 Upper Keys 90.0 1000 10 Tavernier Key to Newport Key 4LD 3 2186 27606 p Upper Keys 100.0 105.0 5 Newport Key to Sexton Cove 4LD 3 2698 34342 Q Upper Keys 105.0 106.3 1 Sexton Cove 10 Rattlesnake Key 4LD 3 2698 33082 R1 Upper Ke'/s 106.3 126.5 20 Ralllesnake Key 10 Card Sound Rd 2U4L 2 1479 31862 R2 Soclh Daae 1265 HEFT 1 Card Sound Rd 10 HEFT 4LD 3 lS97 32S29 S 106.3 Int l.K ~u5 I CK 3 Lake Surprise 10 Crocodile Lake 2L 1479 Upper Keys anS A 1 1479 Ocean Reef int l.K ~5 11.K 3 T Upper Keys 905 A Tanglefish Key to Crocodile Lake 2L 1 118 118 I, U Upper Keys 905 A US 1 16 Crocodile Lake to South Miami-Dade 2L 1 1360 1908 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = Two-lane faCility Two lanes With short four-lane sections for passing purposes Three-lane faCility (cenler lane is a Wio-way left-Iurn lane) Four-lane undivided facility Four-lane divided faCility Five-lane facility (center lane IS a Wio-way left-Iurn lane) J J Monroe County, Florida Dwellin~ Unit Data KD/S EVAC % 2,005 - - - - - - - - - -- T- - ---- - - - - - r - - - - - - - --- DU (1) : MHDU : TDU Key West MN01 100 14}43 330 4.947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,223 616 469 2 MN01 100 1.379 377 195 3 MN02 100 1}23 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2.989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 810 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 128 MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobile homes and excluding tourists units) ED/A = PAED/Area EV AC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area cJ j Page 1 Model5-05xls DwellingUnitOata J 1 Monroe County, Florida MN Summaries EVAC Milemarker 2,005 Description From To DU (1) MHDU TDU MN01 0 13 18,359 1,323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1,759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 2.704 199 1,457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1,358 2,509 Alonq U.S. 1 MN07 106 ICWW 1,777 3 185 Alono CR 905 /905 A ICard Sound Road) IrOT AL I 54.2411 4,9871 14,4601 (1) Reflects Iota I dwelling units (including mobil homes and excluding tourists units) EV AC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units Page2ModeI5-05.xls DwellingUnitData Monroe County, Florida Input Parameters per Group 2005 ~umber Lower Keys I Middle Keys I Upper Keys Parameter .~. 1 I 2 I 3 I 4 I 5 I 6 I 7 " Number of People per M.H. Unit 2.44 231 , 2.25 , 2.27 , , 1.97 , 2.27 , 211 , , , Number of People per Permt Unit 2.44 231 , 225 1.97 I 2.27 2.27 , 211 , , , , I , Number of People per Tourist Unit 2.90 376 , 2.75 2,53 3.00 3.00 : 3.00 , , Number of Vehicles per Unit 135 176 , 139 1.65 1.76 1.61 , 1.58 , , I , Number of Vehicles per Tourist Unit 1.04 104 I 105 1.10 1.10 1.10 1.10 , % Participation of M.H. Units 95,00 95.00 , 95.00 95.00 95.00 95.08 9500 , % Participation of Other Units 60.00 , 60.00 , 80.00 85.00 85.00 85.00 85.00 , , , % Occupancy of DwellingUnjts 86.00 , 7100 , 69.00 5700 66.00 65.00 42.00 , , % Participation by Tourists Unjts at Risk 100.00 : 100 00 , 100.00 100.00 100.00 100.00 100.00 , , % Occupancy of Tourist Units 72.00 I 64.00 , 64.00 70.00 70.00 70.00 70.00 , , , , , % Distribution Public Shelters (Residents) 0.00 i 0.00 , 000 0.00 0.00 0.00 0.00 , , I (Perm. Residents) Friend/Relative 5.00 , 5.00 , 500 I 0.00 0.00 0.00 0.00 , , I I I I Hotel/Motel 0.00 i 0.00 , 0.00 i 0.00 0.00 0.00 0.00 , , , Out of County 95.00 : 95.00 , 95.00 100.00 100.00 100.00 100.00 , , % Distribution Public Shelters (Tourists) 0.00 , 000 I 0.00 0.00 0.00 0.00 0.00 , , , , (Tourists) Friend/Relative 0.00 i 0.00 j 0.00 0.00 0.00 0.00 0.00 , , Hotel/Motel 0.00 , 0.00 , 0.00 0.00 0.00 , , 0.00 0.00 I I Out of County 100.00 , 100.00 I 100.00 100.00 100.00 , 100.00 100.00 , , I I , , Vehicle Usage % 69.00 i 69.00 , 70.00 71.00 71.00 i 71.00 7100 , I I Tourist Vehicle Usage % 100.00 I 100.00 I 100.00 100.00 100.00 , 100.00 100.00 I , I , , , , I Hurricane Category (1-2) enter 1 (3-5) enter 2 J J II Monroe County, Florida Roadway Network 11 Milemarkers Year 2,000 Evacuation Pavement Outbound Flow Total Flow Link Area I L 0 c a tio n/Desc ri ptio n Configuration Outbound Width (FT) Ratel Lane Rate Name From To Lanes A1 : Lower Keys , 2.0 4.0 :Key West to Stock Island , 4L , 2 , 900 : 1,800 , , , , A2 i Lower Keys , 4.0 90 iSlock Island to Big Cop pitt Key , 4LD , 2 , 44'-53' 900 , 1,800 , , , , , , , B : Lower Keys , 9.0 170 :Big Coppltt Key to Sugarloaf Key , 2L , 1 : 34' 1,350 , 1,350 , , , , c i Lower Keys i 17.0 220 iSugarloaf Key to Cudjoe Key , 2L , 1 , 34' 1,350 , 1,350 , , , , , icuujue I\ey ,0 ::,ummeflanu I\ey , , , , , , , , , , D1 : Lower Keys , 220 240 iCove Alrpon 2L , 1 44' 1,350 , 1,350 , , , , , , , , , , i ::,ummerlc:"o I\ey l,ove f\ifpOn 10 , , , , , , , , , , D2 : Lower Keys , 24.0 25.0 iSummerland Key , 3L , 1 44' 1,350 , 1,350 , , , , I , , , , , D3 : Lower Keys , 25.0 30.0 :Summerland Key to Biq Pine Key , 2L , 1 , 33'-44' 1,350 , 1,350 , , , , , , : : big C'lne Key [0 vveSI ::,ummerlana , , , , , , , , , : Lower Keys i 30.0 340 :Keys , 2L , , 33' 1,050 E , , , 1 , 1,050 , , , , : vve~l ;:,ummer ana Keys 10 ;:,panlsn , , , , F1 : Lower Keys , 34.0 , 35.2 : Harbor Keys 2L 1 25' 1,350 1,350 , , , , : Spanish Haroorkeys to Bahia , width : , , , , , , , F2 : Lower Keys i 35.2 36.5 : Honda Bridge 4LD 2 : unknown i 1,350 2,700 , , :banla MonUa Dnage [0 banla Monua , , , , , , F3 i Lower Keys : 36.5 37.5 :Key 2L 1 , 33' : 1,350 , 1,350 , I , , , , G iMiddle Keys i 37.5 47.0 i Bahia Honda Key to Hog Key 2L , 1 , 25' : 1,500 , 1,500 , , , , , , H1 :Middle Keys 47.0 48.0 : Hog Key to Boot Key 2L : 2 , 25' I 1,350 , 2,700 , , , H2 :Middle Keys 48.0 50.2 i Boot Key to Marathon 4L , 2 , 25'-49' I 900 , 1,800 , , , , , , , , 11 :Middle Keys 50.2 50.8 : Marathon to Marathon Shores 5L , 2 , 64' I 900 : 1,800 , , , , : : IVlararnon ;:,nores lO I\ey 1,010nlal , , , , : , , : : i Middle Keys 50.8 54.0 i Beach , , 12 , 4LD : 2 , 58'-64' 900 , 1,800 , , , J1 i Middle Keys 54.0 54.5 iKey Colonial Beach to Deer Key , 4LD , 2 , 58' 900 , 1,800 , , , , , , , , J2 : Middle Keys 54,5 58.0 :Deer Key to Grassy Key , 2L , 2 , 32'-58' 1,350 , 2,700 , , : , K : Upper Keys , 58.0 , 74.0 :Grassy Key to Matecumbe Harbor , 2L , 2 i 32' 1,350 , 2,700 , , , , , L iUpper Keys , 74.0 , 80.0 iMatecumbe Harbor to Teatable Key , 2L , 2 , 48' 1,350 , 2,700 : , , , , , , , , , , M1 : Upper Keys I 80.0 , 83.5 :Teatable Key to Islamorada , 3L , 2 , 48' 1,350 , 2,700 , , , , , , M2 iUpper Keys , 83.5 , 85.6 i Islamorada to Windley Key , 2L , 2 , 48' 1,350 , 2,700 , , , , , : , I , , , N : Upper Keys , 85.6 : 90.0 :Windley Ke/ 10 Plantation Key , 2L , 2 , 33'-48' : 1,350 , 2,700 , , , , , 0 : Upper Keys , 90.0 , 100.0 :Tavernier K,.;y to Newport Key , 4LD , 3 , 44'-56' , 900 , 2,700 : , , , , , , , , , , P : Upper Keys : 100.0 , 105.0 :Newport Key to Sexton Cove , 4LD , 3 , 44'-52' 900 , 2,700 : , , : , Q : Upper Keys , 105.0 : 106.3 :Sexton Cove to Rattlesnake Key , 4LD , 3 , 44'-52' 900 , 2,700 , , , , R1 iUpper Keys 106.3 126.5 iRattlesnake Key to Card Sound Rd , 2U4L , 2 , 24'-25' 1,500 3,000 , , , , , , R2 :South Dade 126.5 HEFT ICard Souna Rd to HEFT , 4LD , 3 , - 900 2,700 , , , , 1fI( CK ~U:J 1: , , , , , , s i Upper Keys 106.3 CR 905 A i Lake Surprise to Crocodile Lake , 2L , , 32' 600 600 , , 1 , , , , In! U\ 905, : , , , , T Ocean Reef, CR 905 A iT anglefish Key to Crocodile Lake , , : Upper Keys , 2L 1 , 60' 1,350 1,350 , , , : Iill vr\ ;;JV;'; : ' , , !crocodile I_ake to South Miami-Dade i , , u : Upper Keys: CR 905 A ! US 1 2L , 24'-25' , 1,350 , 1,350 1 , , , , , , LEGEND: 2L = Two-lane facility 2U4L = Two lanes with short four-lane sections for passing purposes 3L = Three-lane facility (center lane is a two-way lefl-turn lane) 4L = Four-lane undivided facility 4LD = Four-lane divided facility 5L = Five-lane faCility (center lane IS a two-way left-turn lane) j 1 J Monroe County, Florida Summary Table 1 (TSM w/one way US1) Normal Response Curve Hurricane CateQory 3.5 MilemarXers Year 2,000 Evacuation Evacuation Bottleneck Hours witt ------------- ------------ LocationlOescription Area To Configuration Outbound Lanes Time Delay Backup Link From A1 Lower Keys 20 40 Key Wesl :0 Slock Island 4L 2 1200:00 000 A2 Lower Keys 4.0 gO Slock ISland 10 Big Copplil Key 4LD 2 12:1000 00000 0.00 B Lower Keys 90 170 Big COPDllt Key 10 Sugarloaf Key 2L 1 12 2600 0:00:00 7.10 C Lower Keys 170 220 Sugarloaf Key 10 Cudloe Key 2L 1 1236:00 000:00 720 Cudloe Key 10 Summerland Key D1 Lower Keys 220 240 Cove Airport 2L 1 12:4000 0:0000 10.20 Sum,merland Key Cove Airport 10 D2 Lower Keys 240 250 Summerland K,ey 3L 1 1242:00 0:0000 0.00 03 I_ower Keys 2S.0 30.0 Sumr:1enand Key 10 Big Pine Ke 2L 1 12:5600 0:04:00 10.S3 dig I-"ne Key 10 Wesl E Lower Keys 30.0 340 Summer,and Keys 2L 1 18:58:00 554:00 17.93 West Sum,,>;cland Keys to F1 Lower Keys 34.0 352 Spanish Harbor Keys 2L 1 19:00:00 0:00:00 000 Spanlsn Harbor Keys to Bahia F2 Lov.'er Keys 35.2 36.5 Honda Bridge 4LD 2 19:02:00 0:00:00 0.00 banla Monda dndge 10 danla F3 Lower Keys 36.5 375 Honda Key 2L 1 19:0400 0:00:00 000 G Middle Keys 37.5 470 Bahia Honda Key to Hog Key 2L 1 19:24:00 0:00:00 0.00 H1 Middle Keys 47.0 48.0 Hog Key to Boot Key 2L 2 1926:00 0:00:00 0.00 H2 Middle Keys 48.0 50.2 Boot Key 10 Marathon 4L 2 19:30:00 0:00:00 0.00 11 Middle Keys 50.2 50.8 Marathon 10 Marathon Shores 5L 2 1932:00 0:00:00 0.00 "'"'"'"U" .ollU'C> 'u "C1 vUI """' 12 Middle Keys 50.8 54.0 Beach 4LD 2 1938:00 0:00:00 0.00 J1 Middle Keys 54.0 54.5 Key Colomal Beach to Deer Key 4LD 2 19:40:00 0:00:00 0.00 J2 Middle Keys 54.5 58.0 Deer Key 10 Grassy Key 2L 2 19:46:00 0:00:00 0.00 K Upper Keys 58.0 74.0 Grassy Key to Matecumbe Hartx 2L 2 20:18:00 0:00:00 0.00 Malecumbe Harbor to I ealable L Upper Keys 74.0 80.0 Key 2L 2 2030:00 0:00:00 0.00 M1 Upper Keys 80.0 83.5 Teatable Key 10 Islamorada 3L 2 20:3600 0:00:00 0.00 M2 Upper Keys 83.5 85.6 Islamorada to Windley Key 2L 2 2042:00 0:0000 0.00 N Upper Keys 85.6 90.0 Windley Key 10 Plantation Key 2L 2 2052:00 0:00:00 0.00 0 Upper Keys 90.0 100.0 Tavernier Key to Newport Key 4LD 3 21:1200 000:00 2.93 p Upper Keys 100.0 105.0 Newport Key to Sexlon Cove 4LD 3 2122:00 00000 7.97 Q Upper Keys 105.0 106.3 Sexlon Cove 10 Rattlesnake Key 4LO 3 21:24:00 0:0000 1083 R1 Upper Keys 106.3 126.5 Rattlesnake Key to Card Sound 2U4L 2 22:0400 00000 0.00 R2 South Dade 126.S HEFT Card Sound Rd 10 HEFT 4LD 3 220600 0:0000 7.90 106.3 Int CR 905 I S Upper Keys CR 905 A Lake Suronse to Crocodile Lake 2L 1 758:00 0.00 Ocean Reef Inl CR 905 I T Upper Keys CR 905 A Tangle'lsn Key 10 Crocodile Lake 2L 1 1158:00 3:54:00 000 Inl CR 905/ Crocodile Lake to South Miami- U Upper Keys CR 905 A US1 Dade 2L 1 1230:00 0:0000 000 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = SL = I J Too-lane facility Too lanes with short four-lane sections for passing purcoses Three-lane facIlity (center lane is a PNo-way lert-turn lane) Four-lane undiVided facilliy Four-lane diVided facIlity Five-lane lacilily (center lane IS a too-way lert-Iurn 'anel Monroe County, Florida Summary Table 2 (TSM w/one way US1) Normal Response Curve Hurricane CateQorv 3-5 Milemarkers Length LocationJOescription Year 2,000 Evacuation Background T olal Vehicles Area --------------- ----------------- -(Ro-u"ri'led-Mll-esj Outbound Lanes Link From To Configuration Traffic A1 Lower Keys 2.0 4.0 2 Key 'Nest to Slock Island 4L 2 2667 23722 A2 Lower Keys 4.0 9.0 5 Slock Island 10 Big Coppitt Key 4LD 2 2180 12748 B Lower Keys 90 170 8 Big G:PDilt I\ey 10 Suqarloaf Key 2L 1 1262 17093 C Lower Keys 170 220 5 Sua anoaf Key 10 Cudloe Key 2L 1 9S9 15772 Cudjoe Kev 10 Summerland Key Cove 01 Lower Keys 220 240 2 Alfpon 2L 1 744 17928 Summer!and Key Cove Airport 10 02 Lower Keys 24.0 2S0 1 Summerland Key 3L 1 744 16200 03 Lower Keys 250 30.0 5 Summerland Key to Biq Pine Key 2L 1 930 16386 E Lower Kevs 30.0 34.0 4 Big Pine Key to Wesl Summerland Keys 2L 1 1060 21777 West Sumr1Cerland Keys to Spanish F1 Lower Keys 340 35.2 1 Hart<Jr Keys 2L 1 1060 19156 Spanish Harbor Keys to Bahia Honda F2 Lower Keys 35.2 36.5 1 Bndge 4LD 2 713 18809 I F3 Lower Keys 36.5 37.5 1 Bahia Honda Bndge to Bahia Honda Key 2L 1 713 18809 G Middle Keys 375 47.0 10 Bahia Honda Key to Hog Key 2L 1 1345 19441 H1 Middle Keys 470 48.0 1 Hog Key to Boot Key 2L 2 1345 23240 H2 Middle Keys 48.0 SO.2 2 800tl\ey to Marathon 4L 2 971 22866 11 Middle Keys SO.2 SO.8 1 Mara"oon to Marathon Shores 5L 2 971 23482 12 Middle Keys 50.8 S40 3 Maralnon Shores to Key Colonial Beach 4LO 2 971 23482 J1 Middle Key s S4.0 S4.5 1 Key Colonial Beach to Deer Key 4LD 2 597 23745 J2 Middle Keys 54S 58.0 3 Deer Key '0 Grassy Key 2L 2 597 23745 K Upper Keys 58.0 740 16 Grassy Key 10 Malecumbe Harbor 2L 2 870 26564 L Upper Keys 740 80.0 6 Matecumbe Harbor to T eatable Key 2L 2 11S7 28343 M1 Upper Keys 30.0 83.S 3 T eatable Key to Islamorada 3L 2 1295 29863 M2 Upper Keys 315 85.6 3 Islar1Corada to Windley Key 2L 2 1295 28480 N Upper Keys 85.6 90.0 5 'NIna ley Key to Planlation Key 2L 2 800 33531 0 Upper Keys 90.0 100.0 10 Tavernier Key to Newport Key 4LO 3 2186 35841 P Upper Keys 1000 105.0 5 Newcon Key to Sexton Cove 4LD 3 2698 44220 Q Upper Keys 105.0 106.3 1 Sexl~n Cove to Rattlesnake Key 4LD 3 2698 42600 R1 Upper Keys 106.3 126.5 20 Rattlesnake Key to Card Sound Rd 2U4L 2 1479 41381 R2 South Dade 1265 HEFT 1 Card Sound Rd 10 HEFT 4LD 3 1S97 423S6 106.3 Inl CK YUO I CR 8 1479 1479 S Upper Keys OOS A Lake Surpnse to Crocodile Lake 2L 1 Int CK YUO I CR 3 T Upper Keys Ocean Reef ell)<; A T angle~sn Key to Crocodile Lake 2L 1 118 118 - U Upper Keys 905 A US 1 16 CrOCG<lile Lake 10 South Miami-Dade 2L 1 1360 2217 LEGEND: 2L = 2U4L = JL = 4L = 4LD = 5L = j . J Two-lane facility Two lanes with shon four-lane sections for passing purposes Three-lane facility (center lane IS a rNO-Way leh-Iurn lane) Four-lane undivided facility Four-lane diVided facility Five-lane facitity (center lane IS a ",o-way left-Iurn lanel Monroe County, Florida DwellinQ Unit Data KD/S EVAC % 2,005 u_ _u __u -r - _u -- - - -- - r- _ _ __ _ _ ___ DU (1) : MHDU : TDU Key West MN01 100 14,7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1,723 94 268 4A MN02 100 2,989 392 601 48 MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Ben MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 810 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 12B MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobile homes and excluding tourists units) ED/A = PAED/Area EV AC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwe!ling Units % = Portion of PAED/Area t J Page 1 ModeI5-05.xls DwellingUnitOata i I Monroe County, Florida MN Summaries , Milemarker 2,005 EVAC From To DU (1) MHDU TDU Description MN01 0 13 18,359 1,323 5,611 Key West to Saddle Bunch Channel Bridge MN02 13 46 8,049 792 1,759 Saddle Bunch Bndge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 2.704 199 1.457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1,358 2,509 Alonq U.S. 1 MN07 106 ICWW 1,777 3 185 Alono CR 905 / 905 A (Card Sound Road) ITOT AL I 54,2411 4.9871 14,4601 (1) Reflects total dwelling units (including mobli homes and excluding tourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Units Page2ModeIS-OS,xls DwellingUnitData Monroe County, Florida Input Parameters per Group 2005 ~umber ,- Lower Keys I Middle Keys r Upper Keys Parameter 1 I 2 I 3 r 4 I 5 I 6 T 7 Number of People per M.H. Unit 2.44 2.31 , 225 , , 2.27 , 197 , 2.27 I 2.11 , , , Number of People per Permt Unit 2.44 2.31 I 2.25 1,97 , 2.27 , 2.27 2.11 , , , , , , Number of People per Tourist Unit 2.90 376 , 275 2.53 , 3.00 i 3.00 3.00 I , , Number of Vehicles per Unit 1.35 176 , 139 1.65 I 1.76 , 1.61 1.58 , I I , , , Number of Vehicles per Tourist Unit 1.04 104 i 105 1.10 i 1.10 i 1.10 1.10 i , : , , : % Participation of M.H. Units 90.00 , 9000 I 9000 9000 , 90.00 90.00 90.00 , , % Participation of Other Units 45.00 45.00 , 68.00 75.00 75.00 75.00 75.00 I % Occupancy of DwellingUnits 86.00 ; 71.00 69.00 57.00 66.00 65.00 42.00 % Participation by Tourists Units at Risk 100.00 100.00 100.00 100.00 100.00 100.00 100.00 % Occupancy of Tourist Units nOD 64.00 6400 70.00 70.00 70.00 70.00 % Distribution Public Shelters (Residents) 0.00 0.00 0.00 I 000 0.00 0.00 ! 0.00 (Perm, Residents) Friend/Relative 25.00 25.00 20.00 , 15.00 15.00 15.00 15.00 I , , Hotel/Motel 0.00 0.00 0.00 i 0.00 0.00 I 0.00 0.00 i I : Out of County 75.00 75.00 80.00 I 85.00 85.00 85.00 85.00 , % Distribution Public Shelters (Tourists) 0.00 0.00 0.00 , 000 0.00 0.00 0.00 , , (T ourists) Friend/Relative 0.00 0.00 0.00 , 0.00 0.00 000 0.00 : , ~ Hotel/Motel 0.00 0.00 0.00 , 0.00 0.00 0.00 0.00 I I Out of County 100.00 100.00 100.00 , 100.00 100.00 100.00 100.00 I , Vehicle Usage % 69.00 6900 70.00 , 71.00 71.00 71.00 71.00 , Tourist Vehicle Usage % 100.00 100 00 100.00 , 100.00 100.00 100.00 100.00 I , Hurricane Category (1-2) enter 1 (3-5) enter 2 J J Link Name Area A 1 : Lower Keys : A2 : Lower Keys : B : Lower Keys : C : Lower Keys : , , , , 01 : Lower Keys i , , 02 ILower Keys i 03 tLower Keys : , , , , E i Lower Keys : , , , , F 1 : Lower Keys : , : F2 : Lower Keys , , F3 : Lower Keys G i Middle Keys H1 :Middle Keys H2 :Middle Keys 11 iMiddle Keys : 12 :Middle Keys J 1 : Middle Keys J2 :Middle Keys K !Upper Keys L !Upper Keys M 1 : Upper Keys M2 :Upper Keys N :Upper Keys o :Upper Keys P :Upper Keys Q : Upper Keys R1 iUpper Keys R2 :South Dade : S I Upper Keys , , T :Upper Keys Monroe County, Florida Roadway Network Milemarkers From I To Local io nlDesc ri pli 0 n 20 4.0 90 17.0 4.0 9.0 17.0 22.0 :Key West to Stock Island : iSlock Island 10 Big Coppitt Key i : 8ig Copprtt Key to Sugarloaf Key : :Sugarloaf Key to Cudjoe Key : : :LUOjOe r\ey [0 2>ummenano r\ey : 22.0 i 24.0 ICove Airport : : :2>ummenanu (\cy Cove AirpOrt [0 : 24.0 : 25.0 ;Summerland Key i 25.0 t 300 tSummerland Key to Biq Pine Key : i : big, Ine r\ey IU west 2>ummenana : 30.0 : 34.0 :Keys : : : vvest 2>ummerlana Keys [0 2>panlsn : 34.0 : 35.2 :Harbor Keys : lSpanish Harbor ',-;'eys to Bahia : 36.5 :Honda Bndge ' :banla Honoa bnoge to banla nunua :Key :8ahia Honda Key to Hog Key :Hog Key to Boot Key :800t Key to Marathon :Marathon to Marathon Shores : IVlal alllon 2>nores to Key COIOrllal 50.8 54.0 iBeach 54,0 : 54.5 :Key Colonial Beach to Deer Key 54.5 : 58.0 :Deer Key to Grassy Key : 58.0 ' 74.0 :Grassy Key to Matecumbe Harbor : I 74.0 80.0 iMatecumbe Harbor to Teatable Key: : 80.0 83.5 :Teatable Key to Islamorada i 83.5 85.6 !Islamorada to Windley Key t 85.6 90.0 :Windley Key to Plantation Key ! 90.0 100.0 :Tavernier Key to I'lewport Key : 100.0 t 105.0 tNewport Key to Sexton Cove : 105.0 : 106.3 :Sexton Cove to Rattlesnake Key i 106.3 : 126.5 :Rattlesnake Key to Card Sound Rd : : 126.5 : HEFT :Card Sound Rd to HEFT : : In( CK ~UClI : I 106.3 i CR 905 A ILake Surprise to Crocodile Lake : : Int CK ~UClI : !Ocean Reed CR 905 A iTanglefish Key to Crocodile Lake 35.2 36.5 37.5 47.0 48.0 50.2 37.5 47.0 48.0 50.2 50.8 : : : U i Upper Keys i CR 905 A ! US 1 , iCrocodlle Lake to South Miami-Dade LEGEND: 2L = Two-lane facility 2U4L = Two lanes with short four-lane sections for passing purposes 3L = Three-lane facility (center lane IS a two-way left-turn lanel dL = Four-lane undiVided facility dLD = Four-lane divided facility 5L = Five-lane faCIlity (center lane IS a two-way left-Iurn lane) J J Year 2,000 Configuration 4L 4LO 2L 2L 2L 3L 2L 2L 2L 4LO 2L 2L 2L 4L 5L 4LO 4LO 2L 2L 2L 3L 2L 2L 4LD 4LD 4LD 2U4L 4LD 2L 2L 2L Evacuation Pavement Outbound Width (FT) Lanes Outbound Flow Total Flow Rate! Lane Rate 2 2 1 1 , , , , : 44'-53' 34' 34' , , ; 44' 44' : 33'-44' : 2 1 33' 25' width I unknown 2 1 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 3 33' 25' 25' 1 25'-491 : 64' : : : 58'-64' : 58' : : 32'-58' i 32' : 48' : 48' : 48' : : 33'-48' : : 44'-56' : : 44'-52' : : 44'-52' : : 24'-25' : 32' 60' , , : 24'-251 900 900 1,350 1,350 1,350 1,350 1,350 1,050 1,350 1,350 1,350 1,500 1,350 900 900 900 900 1,350 1,350 1,350 1,350 1,350 1,350 900 900 900 1,500 900 1,350 1,350 1,350 1,800 1,800 1,350 1,350 1,350 1,350 1,350 2,100 1,350 2,700 1,350 1,500 2,700 1,800 1,800 1,800 1,800 2,700 2,700 2,700 2,700 2,700 2,700 2,700 2,700 2,700 3,000 2,700 1,350 1,350 1,350 Monroe County, Florida Summary Table 1 (Permanent Roadway Improve men Is I Normal Response Curve Hurricane Cateoorv 1-2 Milemarkers Year 2,000 Evacuation Evacuation Bottleneck Hours w~ Area ~------------ ------------ ;'. LocationlDescription From To Configuration Outbound Lanes Time Delay Backu p Link A1 Lower Keys 20 40 Kev Nest to Slack Island 4L 2 12:00:00 0.00 A2 Lower Keys 40 9.0 Slecksland to Big COPPIt! Key 4LO 2 12:10:00 000:00 0.00 B Lower Keys 90 170 Big COOD't! Key 10 Sugarloaf Key 2L 1 1226:00 0:00:00 157 C Lower Keys 170 220 Su'~arloaf Key to Cudloe Key 2L 1 123600 000:00 157 Cua:ce Key to Summerland Key 01 Lower Keys 220 24.0 Ce/e .~lrpof1 2L 1 12:40:00 0:00:00 4.80 Su m ;y,erland Key Cove .~irpori to 02 Lower Keys 24.0 25.0 SU!';',;y,erland Key 3L 1 12:42:00 00000 0.00 03 Lower Keys 25.0 30.0 Sc;;-,merland Key to 81g Pine Ke 2L 1 1252:00 000:00 4.93 !jIg ~Ice Key to Wesl E Lower Keys 30.0 34.0 Surr:merland :"-:eys 2L 2 13:00:00 00000 0.00 'Nesl Sumrc,erland Keys 10 F1 Lower Keys 34.0 352 Spanish Harbor Keys 2L 1 n02:00 00000 8.27 SpaniSh Harbor Keys to Bahia F2 Lower Keys 35.2 365 Honda Bndge 4LO 2 13:04:00 000:00 0.00 banla Monaa Brrdge 10 Bahia F3 Lower Keys 36.5 37.5 Honea Key 2L 1 1306:00 000:00 0.00 G Middle Keys 37.5 47.0 Bahia Honda Key 10 Hog Key 2L 1 13:26:00 0:00:00 0.00 H1 Middle Keys 470 48.0 Hog Key 10 Boot Key 2L 2 1328:00 0:00:00 0.00 H2 Middle Keys 48.0 50.2 BoOI Key to Marathon 4L 2 13:32:00 0:00:00 0.00 11 Middle Keys 50.2 50.8 MarathOn 10 Marathon Shores 5L 2 13:34:00 0:00:00 0.00 VCIc.;l,iUI 011Vit~ l I 0 12 Middle Keys 50.8 540 Beach 4LO 2 13:40:00 0:00:00 0.00 J1 Middle Keys 54.0 54.5 Key Cclonlal Beach 10 Deer Key 4LO 2 13:42:00 0:00:00 0.00 J2 Middle Keys 54.5 58.0 Deer Key to Grassy Key 2L 2 13:48:00 0:00:00 0.00 K Upper Keys 58.0 740 Grass,! Key to Malecumbe Hartx 2L 2 14:20:00 000:00 0.00 Matecumoe Harbor 10 T eatable L Upper Keys 74.0 80.0 Ke,! 2L 2 14:32:00 0:00:00 000 M1 Upper Keys 80.0 815 Tealabla Key to Islamorada 3L 2 1438:00 0:00:00 0.00 M2 Upper Keys 815 85.6 Istamorada 10 Windley Key 2L 2 14:44:00 0:00:00 0.00 N Upper Keys 85.6 90.0 Wtr,c1ey Key to Plantation Key 2L 2 14:54:00 0:00:00 0.00 0 Upper Keys 90.0 1000 Ta'lemler Key 10 Ne""port Key 4LO 3 1514:00 00000 000 P Upper Keys 100.0 105.0 NewDCfC Key 10 Sex Ion Cove 4LO 3 1524:00 000:00 5.20 Q Upper Keys 105.0 106.3 Sexton Cove to Rattlesnake Key 4LO 3 1526:00 0:00:00 907 R1 Upper Keys 106.3 1265 Raltiesnake Key to Card Sound I 2U4L 2 1606:00 0:00:00 0.00 R2 South Dade 126.5 HEFT Car:! Sound Rd 10 HEFT 4LO 3 1608:00 0:00:00 5.77 1063 Int CR 905/ S Uoper Keys CR 905 A Lake Suronse 10 Crocodile Lake 2L 1 758:00 0.00 Ocean Reef Int CR 905 / Tang'eflsh Key 10 Crocodile Lakel T Upper Keys CR 905 A 2L 1 11:58:00 35400 I 000 I Int CR 905 / Clococ,le Lake to South Miami- U Upper Keys CR 905 A US 1 DaCe 2L 1 123000 00000 000 LEGEND: 2L = 2U4L = 3L 0 4L = 4LD = 5L = J J Two-lane faCility Two lanes WIth shari four.lane sections for passing p'JCooses Three-lane faCility (cenler lane is a twD-way left-turn lane) Four.lane undivided faCility Four.iane diVided facllily Five-lane faCility (cenler lane:s a two-way left-Iurn 'ii,-e, Monroe County, Florida Summary Table 2 (Permanent Roadway Improvements) Normal Response Curve Hurricane Cateqorv 1-2 ~ Milemarkers Len gth LocationlDescription Year 2,000 Evacuation Background Area ----------.---- ----------------- -iRc;unde-d-Mll-es) Total Vehicles Link From To Configuration Outbound Lanes Traffic Ai Lower Kevs 2.0 4.0 ~ 2 Key Wesllo Slock Island 4L 2 2667 18515 A2 Lower Keys 4.0 90 5 Slock Island 10 Big Coppirt Key 4LO 2 2180 10144 B Lower Keys 90 170 8 Big CoOPlrt Key 10 Sugarloaf r<ey 2L 1 1262 13187 C Lower Keys 170 220 5 Sugatloaf Key to Cudioe Key 2L 1 959 12055 Cudloe :~ey 10 Summerland Key Co'/e 01 Lower Keys 220 24.0 2 ".lfpon 2L 1 744 13919 Summerland Key Cove Airport to 02 Lower Keys 24.0 25.0 1 Summerland Key 3L 1 744 12553 03 Lower Keys 25.0 30.0 5 Summerland Key to Biq Pine Key 2L 1 930 12739 E Lower Keys 30.0 340 4 Big Pine Key to Wesl Summetland Keys 2L 2 1060 16168 West Summerland Keys to Spanisn Fl Lower Keys 34.0 352 1 Harbor Keys 2L 1 1060 14903 Spanish harbor Keys to Bahia Honda F2 Lower Keys 352 36.5 1 Bridge 4LO 2 713 14556 F3 Lower Keys 365 375 1 Bahia Honda Bridge 10 Bahia Honda Key 2L 1 713 14556 G Middle Kevs 375 470 10 Bahia Honda Key to HOQ Key 2L 1 1345 15188 Hi Middle Keys 47.0 480 1 Hog Key 10 Boot Key 2L 2 1345 18002 H2 Middle Keys 480 50.2 2 Bool Key 10 Marathon 4L 2 971 17628 11 Middle Keys 50.2 50.8 1 Marathon 10 Marathon Shores 5L 2 971 18032 12 Middle Keys 50.8 540 3 Maralhon Shores 10 Key Coloniat Beach 4LO 2 971 18037 J1 Middle Keys 54.0 545 1 Key Colomal Beach 10 Deer Key 4LD 2 597 18145 J2 Middle Keys 545 580 3 Deer Key 10 Grassy Key 2L 2 597 18145 K Upper Keys 58.0 740 16 Grassy Key to Matecumbe Harbor 2L 2 870 20346 L Upper Keys 74.0 80.0 6 Matecumbe Harbor to Tealable Key 2L 2 1157 21894 Ml Upper Keys 80.0 835 3 T eatable Key 10 Islamorada 3L 2 1295 23143 M2 Upper Keys 83.5 856 3 Islamorada to Windley Key 2L 2 1295 22031 N Upper Keys 856 90.0 5 Windley Key to Plantation Key 2L 2 800 25551 0 Upper Keys 90.0 1000 10 T avermer Key to Newport Key 4LO 3 2186 27606 p Upper Keys 100.0 105.0 5 Newport Key to Sexton Cove 4LO 3 2698 34342 Q Upper Keys 105.0 106.3 1 Sexton Cove to Rattlesnake Key 4LD 3 2698 33082 R1 Upper Keys 106.3 1265 20 Rattlesnake Key 10 Card Sound Rd 2U4L 2 1479 31862 R2 South Dade 126.5 HEFT 1 Card Sound Rd to HEFT 4LO 3 1597 32529 106.3 InlLK :;uS, CR 8 S Upper Keys 00, A Lake Surprise to CfOcodile Lake 2L 1 1479 1479 Int CR 'iU~ I CK 3 T Upper Keys Ocean Reef on" A T angie~sh Key to Crocodile Lake 2L 1 118 118 '" "'" ow I vr U Upper Keys 90S A US 1 16 CroCodile Lake 10 South Miami-Dade 2L 1 1360 1908 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = SL = i J Two-lane facility Two lanes with short four-lane sections for passing purposes Three-lane facility (center lane is a ""o-way left.turn lane) Four .Iane undiVided facliity Four-lane divided facility Five-lane facility (center lane IS a ""a-way left-turn lane) Monroe County, Florida Dwellinq Unit Data KD/S EVAC % 2,005 - - - - -- - ----r - - -- - - --- - - T - - - - - - -- -- DU (1) : MHDU : TDU Key West MN01 100 14.7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 oJ 0 1 MN01 100 ; 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1,723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col 8ch MN03 100 826 ;') 0 8 MN03 100 526 8 113 9 MN03 100 810 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 12B MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflecls total dwelling units (including mobile homes and exciuding tourists units) ED/A = PAEDIArea EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Seasonl Dwelling Unils MHDU = % of Mobile Home Dwelling Units % = Portion of PAEDIArea j J Page 1 ModeI5-05.xls Dwel/ingUnilData Monroe County, Florida MN Summaries r 2,005 EVAC Milemarker Description From To DU (1) MHDU TDU MN01 0 13 18.359 1,323 5,611 Key West to Saddle Bunch Channel Brrdge MN02 13 46 8,049 792 1.759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 2,704 199 1,457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8.783 1,358 2,509 Alonq US. 1 MN07 106 ICWW 1,777 3 185 Alonq CR 905 i 905 A (Card Sound Road) ITOT AL I 54,2411 4,9871 14,4601 (1) Refiects total dwelling units (including mobil homes and excluding lourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Unils TDU = % of Seasonl Dwelling Units MHDU = % of Mobile Home Dwelling Unils 1 J .~ J Page2ModeI5-05.xls DwellingUnltData ~ J Monroe County, Florida Input Parameters per Group 2005 ~Number Lower Keys I Middle Keys I Upper Keys Parameter 1 I 2 I 3 I 4 I 5 I 6 1 7 Number of People per M.H. Unit 244 , 2.31 , 2.25 , , , , , , 1.97 2.27 2.27 , 2.11 , , , , Number of People per Permt Unit 2.44 2.31 2.25 , 1.97 2.27 2.27 , 2.11 , , , I Number of People per Tourist Unit 2.90 3.76 2.75 2.53 3.00 3.00 , 3.00 , Number of Vehicles per Unit 135 176 1.39 1.65 176 1.61 , 158 , , Number of Vehicles per Tourist Unit 104 104 1.05 1.10 1.10 1.10 i 1.10 , % Participation of M.H. Units 95.00 95.00 95.00 95.00 95.00 95.00 , 9500 , % Participation of Other Units 60.00 6000 80.00 85.00 85.00 85.00 , 85.00 , , , , % Occupancy of DwellingUnits 86.00 71.00 69.00 5700 i 66.00 65.00 42.00 , % Participation by Tourists Units at Risk 100.00 100.00 100.00 100.00 , 100.00 100.00 100.00 , , % Occupancy of Tourist Units 7200 64.00 64.00 70.00 , 70.00 70.00 70.00 , , % Distribution Public Shelters (Residents) 0.00 000 0.00 0.00 i 0.00 0.00 0.00 , (Perm. Residents) Friend/Relative 5.00 5.00 5.00 0.00 , 0.00 0.00 0.00 , , Hotel/Motel 0.00 0.00 0.00 0.00 0.00 0.00 i 0.00 , Out of County 9500 95.00 95.00 , 100.00 100.00 100.00 : 100.00 , % Distribution Public Shelters (Tourists) 0.00 0.00 0.00 0.00 0.00 0.00 , 000 , , (Tourists) Friend/Relative 0.00 0.00 0.00 0.00 0.00 0.00 i 0.00 , Hotel/Motel 0.00 0.00 0.00 0.00 0.00 0.00 , 0.00 , , Out of County 100.00 100.00 100.00 1 00 00 100.00 100.00 i 100.00 , , Vehicle Usage % 6900 69.00 70.00 71.00 7100 71.00 i 7100 , Tourist Vehicle Usage % 100.00 100.00 100.00 100.00 100.00 100.00 , 100.00 , , Hurricane Category (1-2) enter 1 (3-5) enter 2 Monroe County, Florida Roadway Network Link Name Milemarkers From T To L oc atio nlDesc ri ptio n Evacuation Year 2,000 Pavement Outbound Flow Total Flow Outbound Configuration Width (FT) Rate! Lane Rate Lanes Area A1 :Lower Keys: 2.0 : 40 :Key West to Stock Island : A2 iLower Keys i 40 : 90 : Stock Island to Big COPPltt Key : B : Lower Keys: 9.0 : 17.0 : Big COppltt Key to Sugarloaf Key : C iLower Keys i 170 : 220 :Sugarloaf Key to Cudjoe Key : : : : :l,uoJoe r\ey 10 ::,ummenano Key : 01 : Lower Keys; 220 : 240 :Cove Airport i : : : i::,ummenana Key cove AirpOrt [0 : 02 I Lower Keys: 24.0 : 25.0 iSummerland Key i 03 : Lower Keys: 25.0 : 300 :Summerland Key to BICJ Pine Key : : : : :blg cine Key to Ive"I;:'U r "'u : E : Lower Keys: 30.0 : 340 :Keys : : : ' : 'Ive$l;:,ummenano r\eys 10 vpanlsn : F1 I Lower Keys i 34.0 : 35.2 ;Harbor Keys Ii: i Spanish Harbor ,12YS to Bahia F2 :Lower Keys i 35.2 i 36.5 :Honda Bridge : i, : : banla nonoa tlnage to banla Honoa F3 :Lower Keys, 36.5 : 37.5 iKey G iMiddle Keys I 37.5 i 47.0 iBahia Honda Key to Hog Key H1 :Middle Keys: 47.0 : 48.0 :Hog Key to Boot Key H2 :Middle Keys i 48.0 i 50.2 : Boot Key to Marathon 11 :Middle Keys: 50.2 : 50.8 :Marathon to Marathon Shores : : : : IVlardTI'lon ::,nores to r\ey olOnlal 12 iMiddle Keys i 50.8 i 54.0 iBeach J1 iMiddle Keys i 54.0 i 54.5 :Key Colonial Beach to Deer Key J2 :Middle Keys: 54.5 : 58.0 :Deer Key to Grassy Key K :Upper Keys: 58.0 : 74.0 :Grassy Key to Matecumbe Harbor L !Upper Keys I 74.0 i 80.0 iMatecumbe Harbor to Teatable Key, M1 :Upper Keys: 80.0 : 835 :Teatable Key to Islamorada : M2 iUpper Keys i 83.5 : 85.6 :Islamorada to Windley Key i N :Upper Keys: 85.6 : 90.0 tWindley Key to Plantation Key : o iUpper Keys i 90.0 : 1000 : Tavernier Key to Newport Key i P : Upper Keys: 100.0 : 105.0 : Newport Key to Sexton Cove : Q :Upper Keys: 105.0 : 106.3 :Sexlon Cove to Rattlesnake Key : R1 :Upper Keys i 106.3 : 1265 iRattlesnake Key to Card Sound Rd i R2 :South Dade t 1265 : HEFT :Card Sound Rd to HEFT : : : : Inr \.-1-<- O:JVJ! : : S iUpper Keys i 106.3 i CR 905 A :Lake Surpnse to Crocodile Lake i : : : Int CR ~UJ I : : T :Upper Keys iOcean Reed CR 905 A :Tanglefish Key to Crocodile Lake i : :llll \...,,1. :;IV;:) ': I I U : Upper Keys i CR 905 A i US 1 !crocodile Lake to South Miami-Dade i LEGEND: 2L = Two-lane facllily 2U4L = Two lanes with short four-lane sections for passing purposes 3L = Three-lane facility (center lane IS a two-way left-turn lane) 4L = Four-lane undivided faCility 4LD = Four-lane diVided faCility 5L = Five-lane facility (center lane IS a two-way left-turn lane) .: 4LD 2L 2L 2L 4L 5L 4LD 4LD 2L 2L 2L 3L 2L 2L 4LO 4LD 4LD 2U4L 4LD 2L 4L 4LO 2L 2L 2L 3L 2L 2L 2L 2L 2L , , , , , , , , , ! i , , 2 2 1 1 44'-53' : 34' 34' 44' , , : 44' : 33'-44' 2 , , : 33' 2 , , : 25' width unknown i 1 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 3 33' 25' 25' : 25'-491 : 64' , : , , , , , , : 58'-64' : 58' : 32'-58' : 32' 48' 48' 48' : 33'-48' : : 44'-56' 1 : 44'-52' : : 44'-52' : : 24'-25' : 32' 60' , , , , : 24'-25' : 900 900 1,350 1,350 1,350 1,350 1,350 1,050 1,350 , , , : , 1,350 1,350 1,500 1,350 900 900 900 900 1,350 1,350 1,350 1,350 1,350 1,350 900 900 900 1.500 900 1,350 1,350 1,350 :1 1,800 1,800 1,350 1,350 1,350 1,350 1,350 2,100 1,350 2,700 1,350 1,500 2,700 1,800 1,800 1,800 1,800 2,700 2,700 2,700 2.700 2,700 2,700 2,700 2,700 2,700 3,000 2.700 1,350 1,350 1,350 Monroe County, Florida Summary Table 1 (Permanent Roadway Improvements) Normal Response Curve Hurricane CateQorv 3.5 Milemarkers Year 2,000 Evacuation Evacuation Bottleneck HoUl; witt Area --.---------. ---------~ -- .~: LocationlDescription From To Configuration Outbound Lanes Time Delay Backup Link A1 Lower Keys 20 40 Key Wesl to Stock Island 4L 2 12:00:00 000 A2 Lower Keys 4.0 90 Sieck Island to Big CODoltl Key 4LO 2 12:10:00 000:00 0.00 B Lower Keys 90 170 91g COppltl Key to Sugarloaf Key 2L 1 1226:00 00000 7.10 C Lower Keys 170 220 Sugarloaf Key to Cudjce Key 2L 1 123600 000:00 720 Cud Joe Key to Summeriand Key 01 Lower Keys 220 240 CO'Ie Alrpot1 2L 1 12:40:00 0:00:00 1020 Summeriand Key Cove .~Irporl to 02 Lower Keys 24.0 250 Summerland Key 3L 1 12:42:00 000:00 0.00 03 ' ower Keys 250 30.0 Summerland Key to Big P,ne Ke\ 2L 1 12:56:00 004 :00 10.53 'g r'me Key to Wesl E Lower Keys 30.0 340 Summerlar.C Veys 2L 2 13:04 :00 000:00 000 West Summerland Keys 10 F1 Lower Keys 34.0 35.2 Soan Ish Harbor Keys 2L 1 150000 154:00 1387 Spanish Harbor Keys to Bahia F2 Lower Keys 35.2 36.5 Honda Bridge 4LO 2 150200 0:00:00 0.00 tJanla Honaa tJnage to banla F3 Lower Keys 36.5 37.5 Honda Key 2L 1 1504:00 0:00:00 0.00 G Middle Keys 37.5 470 Bahia Honda Key 10 Hog Key 2L 1 15:2400 000:00 0.00 H1 Middle Keys 47.0 480 Hog Key 10 Boot Key 2L 2 15:26:00 0:00:00 000 H2 Middle Keys 48.0 50.2 Boot Key to Marathon 4L 2 15:30:00 0:00:00 0.53 11 Middle Keys 50.2 50.8 Marathon 10 Maralhon Shores 5L 2 1532:00 0:00:00 5.13 I'V'dl dlllUl1 ,,"U, 00 , '0] wi I 12 Middle Keys 50.8 54.0 Beach 4LO 2 1538:00 0:00:00 0.00 J1 Middle Keys 54.0 545 Key Colonial Beach to Deer Key 4LO 2 15:40:00 0:00:00 6.17 J2 Middle Keys 54.5 580 Deer Key to Grassy Key 2L 2 15:46:00 0:00:00 0.00 K Upper Keys 58.0 74.0 Grassy Key 10 Matecumbe Harbc 2L 2 16:18:00 0:00:00 0.00 Matecumbe Harbor to T eatable L Upper Keys 74.0 80.0 Key 2L 2 16:30:00 0:00:00 0.00 M1 Upper Keys 80.0 83:5 T ealable Key to Islamorada 3L 2 16:36:00 0:00:00 0.00 M2 Upper Keys 83.5 85.6 Islamorada to Windley Key 2L 2 16:42:00 0:00:00 0.00 N Upper Keys 85.6 90.0 Wrndley Key 10 Planlation Key 2L 2 16:52:00 0:00:00 0.00 0 Upper Keys 90.0 100.0 Tavernier Key 10 Newoort Key 4LO 3 17:12:00 0:00:00 573 p Upper Keys 100.0 105.0 NewDOt1 Key to Sexton Cove 4LO 3 17:22:00 0:00:00 11.10 Q Upper Keys 105.0 106.3 Sex:on Cove 10 Rattlesnake Key 4LO 3 1724:00 0:00:00 13.20 R1 Upper Keys 106.3 126.5 Rattlesnake Key 10 Card Sound 2U4L 2 1804:00 0:0000 0.00 R2 Soulh Dade 126.5 HEFT Card Sound Rd to HEFT 4LO 3 180600 00000 10.27 106.3 Inl CR 905 j S Upper Keys CR 905 A. LaKe Surprise to Crocodile Lake 2L 1 7:58:00 000 Ocean Reef Inl CR 905 T Upper Keys CR 905 A T arglefish Key 10 CroCOdile Lake 2L 1 115800 3:5400 000 Int CR 905 / Crocodile Lake to South M,aml- U Upper Keys CR 905 A US: Dade 2L 1 123000 00000 0.00 LEGEND: 2L 0 2U4L 0 3L 0 4L 0 4LD 0 5L 0 .,,;1 " J Two-lane faCility Two lanes with shot1 four-Jane sections ior Das51ng Durposes Three-lane facility (center lane IS a IW(YNay lefPHn iace) Four-lane undiVided faCility Four-lane diVided facility Five-lane faCility (cenler lane IS J two-Na'llen 'uro ianel Monroe County, Florida Summary Table 2 (Permanent Roadway Improvements) Normal Response Curve Hurricane Cateqorv 3.5 Milemarl<ers Length LocationlDe,cription Year 2,000 Evacuation Background Total Vehicles Area --------------- ----------------- -(Rou-.;,fe-ti-Mil-es) Outbound Lanes Traffic Link From To Configuration AI Lower Keys 2.0 40 , 2 Key 'Nest ;0 Stock Island 4L 2 2667 23722 A2 Lower Keys 40 90 5 Slock Island to Big CoPpltt Key 4LD 2 2180 12748 B Lower Keys 90 17.0 8 B,q CoPpltt Key to Suqarloaf Key 2L 1 1262 17093 C Lower Keys 17.0 220 5 Suaarloaf Key 10 Cudloe Key 2L 1 959 15772 Cudloe Key [0 Summerland Key Cove 01 Lower Keys 220 240 2 A,lfport 2L 1 744 17928 Summerland Key Cove Airport 10 02 Lower Keys 24.0 250 1 Summerland Key 3L 1 744 16200 03 Lower Keys 25.0 30.0 5 Summerland Key 10 Blq Pine Key 2L 1 930 16386 E Lower Keys 30.0 34.0 4 Big Pine Kef to WeSI Scmmerland Keys 2L 2 1060 21777 West Sumrnertand Keys to Spanish Fl Lower Keys 34.0 352 1 Harbor Keys 2L 1 1060 19156 Spanish HerDOr Keys 10 Bahia Honda F2 Lower Keys 352 36.5 1 Bridge 4LD 2 713 18809 F3 Lower Keys 36.5 37.5 1 Bahia Honda Bridge to Bahia Honda Key 2L 1 713 18809 G Middle Keys 37.5 47.0 10 Bahia Honda Key to Hog Key 2L 1 1345 19441 Hl Middle Keys 47.0 480 1 Hoo Key to Boot Key 2L 2 1345 23240 H2 Middle Keys 48.0 50.2 2 Boot Key to Maralhon 4L 2 971 22866 11 Middle Keys 502 50.8 1 Marathon to Marathon Shores 5L 2 971 23482 12 Middle Keys 50.8 54.0 3 Marathon Shores to Key Colonial Beach 4LD 2 971 23482 Jl Middle Keys 54.0 54.5 1 Key Colonial Beach to Deer Key 4LD 2 597 23745 J2 Middle Keys 54.5 580 3 Deer Key to Grassy Key 2L 2 597 23745 K Upper Keys 580 74.0 16 Grassy Key to Malecumbe Harbor 2L 2 870 26564 L Upper Keys 74.0 80.0 6 Matecurnbe Harbor to T eatable Key 2L 2 1157 28343 M1 Upper Keys 80.0 835 3 Teatable Key 10 Islamorada 3L 2 1295 29863 M2 Upper Keys 835 85.6 3 Islamorada to Windley Key 2L 2 1295 28480 N Upper Keys 856 90.0 5 Windley Key 10 Planlauon Key 2L 2 800 33531 0 Upper Keys 90.0 1000 10 T avemier Key to Newport Key 4LD 3 2186 35841 P UDper Keys 100.0 105.0 5 Newport Key to Sexton Cove 4LD 3 2698 44220 Q UDper Keys 105.0 106.3 1 Sexton Cove to Rattlesnake Key 4LD 3 2698 42600 Rl Upper Keys 106.3 126.5 20 Rattlesnake Key to Card Sound Rd 2U4L 2 1479 41381 R2 South Dade 1265 HEFT 1 Card Sound Rd to HE r:, 4LD 3 1597 42356 Int CR 905/ CR 8 S UDper Keys 106.3 0fI_ A Lake Surprise to Crocodile Lake 2L 1 1479 1479 Int CK 905/ CK . T Upper Keys Ocean Reef 00, A 3 T angleflsh Key 10 Crocodile Lake 2L , 118 118 "" vC 'uo I VC U Upper Keys 905 A US 1 16 Crocodile Lake to South Miaml.Dade 2L 1 1360 2217 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = J . Two-lane facility Two lanes with short four.lane secllons for passrng purposes Three.lane facility (cenler lane IS a two.way ieft.lum lane) Four .Iane undivided facility Four.lane diVided facility Five-lane facility (cenler lane is a two-way left.turn lane) Monroe County, Florida Dwelling Unit Data KD/S EVAC % 2,005 - - - - - - -----T----- ------j--- ------- DU (1) : MHDU : TDU Key West MN01 100 14,7 43 330 4,947 Tortugas MN01 100 5 0 0 REM Islands MN01 100 9 0 0 1 MN01 100 2,223 616 469 2 MN01 100 1,379 377 195 3 MN02 100 1,723 94 268 4A MN02 100 2,989 392 601 4B MN02 100 23 0 0 5 MN02 100 2,989 288 611 6 MN02 100 325 18 279 7 MN03 100 6,230 676 1,548 Key Col Bch MN03 100 826 0 0 8 MN03 100 526 8 113 9 MN03 100 810 186 138 10 MN03 100 471 47 583 Layton MN04 100 211 0 0 11 MN04 100 360 127 401 12A MN04 100 898 0 471 13 MN04 100 1,235 72 585 12B MN05 100 262 28 0 14 MN05 100 3,507 103 423 15 MN05 100 1,937 264 134 16 MN06 100 1,960 327 647 17 MN06 100 1,840 4 593 18 MN06 100 3,091 649 647 19 MN06 100 677 1 93 20 MN06 100 1,154 376 491 22 MN06 100 61 1 38 21 MN07 100 1,777 3 185 (1) Reflects total dwelling units (including mobile homes and excluding tourists units) ED/A = PAEDIArea EV AC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwelling Units % = Portion of PAED/Area J ) Pagel ModeI5-D5.xls DwellingUnitData , 1 J Monroe County, Florida MN Summaries EYAC Milemarker 2,005 Description From To DU (1) MHDU TDU MN01 0 13 18,359 1,323 5,611 Key West to Saddle Bunch Channel Bndge MN02 13 46 8,049 792 1759 Saddle Bunch Bridge to Knight Key Channel MN03 46 64 8,863 917 2,382 Knight Key Channel to Long Key Viaduct MN04 64 84 2,704 199 1,457 Long Key Viaduct to Whale Harbor Channel MN05 84 95 5,706 395 557 Whale Harbor Channel to milemarker 95 MN06 95 113 8,783 1,358 2,509 Alonq U.S. 1 MN07 106 ICWW 1,777 3 185 Alonq CR 905 / 905 A (Card Sound Road) ITOTAL I 54,2411 4,9871 14,4601 (1) Reflects total dwelling units (including mobil homes and excluding tourists units) EVAC = Evacuation Zone Number DU = % of Total Dwelling Units TDU = % of Season I Dwelling Units MHDU = % of Mobile Home Dwelling Units Page2Mode/S-OSxls DwellingUnitData Monroe County, Florida Input Parameters per Group 2005 ~umber .> Lower Keys I Middle Keys I Upper Keys Parameter 1 I 2 I 3 I 4 I 5 I 6 I 7 Number of People per M.H. Unit 2.44 2.31 , , , 225 197 , 2.27 2.27 211 , , Number of People per Permt Unit 2.44 2.31 , 2.25 1.97 , 227 2.27 2.11 , , , , Number of People per Tourist Unit 2.90 3.76 , 2.75 2.53 i 3.00 3.00 3.00 , , ; Number of Vehicles per Unit 135 176 , 139 1.65 , 176 1.61 , , 158 , , Number of Vehicles per Tourist Unit 1.04 104 , 105 1.10 1.10 1.10 1.10 , ; ; % Participation of M.H. Units 90.00 90.00 , 9000 90.00 90.00 90.00 90.00 , % Participation of Other Units 45.00 4500 , 68.00 75.00 75.00 75.00 75.00 , , % Occupancy of DwellingUnits 86.00 71.00 , 6900 57.00 66.00 65.00 i 42.00 , ; ; ; , % Participation by Tourists Units at Risk 100.00 100.00 , , 10000 100.00 100.00 100.00 100.00 , % Occupancy of Tourist Units 72.00 , 64.00 , 64.00 70.00 70.00 70,00 70.00 , , % Distribution Public Shelters (Residents) 0.00 0.00 , 0.00 0.00 0.00 0.00 0.00 , (Perm. Residents) Friend/Relative 25.00 25.00 , 20.00 15.00 15.00 15.00 15.00 , , Hotel/Motel 0.00 0.00 , 0.00 i 0.00 0.00 0.00 0.00 , , i Out of County 75.00 75.00 , , , 80.00 , 85.00 85.00 85.00 85.00 , , % Distribution Public Shelters (Tourists) 0.00 0.00 , 0.00 I 0.00 0.00 0.00 0.00 , , I , I (Tourists) Friend/Relative 0.00 i 0.00 i 0.00 0.00 0.00 0.00 0.00 , I Hotel/Motel 0.00 , 0.00 , , , 0.00 0.00 0.00 0.00 0.00 I , Out of County 100.00 , 100.00 , 100.00 100.00 100.00 100.00 100.00 I I , , Vehicle Usage % 69.00 i 69.00 i 7000 71.00 71.00 71.00 71.00 , , Tourist Vehicle Usage % 100.00 I 100.00 , 100.00 100.00 100.00 100.00 100.00 , , I , Hurricane Category (1-2) enter 1 (3-5) enter 2 ~ f ! Monroe County, Florida Roadway Network Link Name Milemarkers From I To Location/Description Area A 1 : Lower Keys 20: 40 :Key West 10 Stock Island A2 :Lower Keys 4.0 i 90 iSlock Island to Big COppltt Key B : Lower Keys 9.0: 17.0 :Big Copplit Key to Sugarloaf Key : C : Lower Keys 170: 220 iSugarloaf Key to Cudjoe Key : : :LUujOe r\ey IU 2>ummenana Key 01 :Lower Keys 220 i 24.0 !Cove Airport : : ,;;,ummelldnU r\ey Gove AlrpOr1CO- 02 iLower Keys 24.0 i 25.0 iSummerland Key 03 : Lower Keys 25.0: 30.0 :Summerland Key to Biq Pine Key : ' : : big r-Ine r\ey [0 vveS[-::;ummenano E : Lower Keys 30.0 i 34.0 :Keys , : :: vvest ;;,ummerrano Keys [0 2>panlsn : F1 !Lower Keys 34.0: 35.2 IHarbor Keys : i i iSpanish Harbor ~.eys to Bahia i F2 : Lower Keys 35.2 i 36.5 IHonda Bridge I : i, :~anla nonoa brrdge1(n5anla r10naa : F3 : Lower Keys 36.5, 37.5 iKey i G :Middle Keys 37.5 I 47.0 iBahia Honda Key to Hog Key i H1 lMiddle Keys 47.0: 48.0 :Hog Key to Boot Key : H2 iMiddle Keys 48.0 i 50.2 iBoot Key to Marathon i 11 :Middle Keys 50.2: 50.8 :Marathon to Marathon Shores : : ,: Maralnon .::Jllores [0 Key I..,Olonlar : 12 !Middle Keys 50.8 i 54.0 iBeach : J1 :Middle Keys I 54.0 i 54.5 iKey Colonial Beach to Deer Key i J2 IMiddle Keys 54.5: 58.0 :Deer Key to Grassy Key : K iUpper Keys 58.0: 74.0 :Grassy Key to Matecumbe Harbor : L !Upper Keys 74.0 i 80.0 iMatecumbe Harbor to Teatable Key i M1 :Upper Keys 80.0: 83.5 :Teatable Key to Islamorada : M2 iUpper Keys 83.5 i 85.6 :Islamorada to Windley Key : N :Uoper Keys 85.6: 90.0 :Windley Key to Plantation Key : o iUpperKeys 90.0 i 100.0 iTavernierKey to Newport Key i P :Upper Keys 100.0 i 105.0 :Newport Key to Sexton Cove : Q :UpperKeys 105.0 i 106.3 :Sexton Cove to Rattlesnake Key : R1 :UpperKeys 106.3 i 126.5 iRattlesnakeKeytoCardSoundRd: R2 :South Dade 126.5: HEFT ICard Sound Rd to HEFT : : :lnt~~~UOI: : S iUpper Keys 106.3 i CR 905 A iLake Surprrse to Crocodile Lake : : : : Int CK ~UClI : : T :Upper Keys iOcean Reel! CR 905 A iTanglefish Key to Crocodile Lake i I : rm '.Jt , ::JUJ ': I I U i Upper Keys i CR 905 A i US 1 !crocodile Lake to South Miami-Dade i LEGEND: 2L = Two-lane facility 2U4L = Two lanes with short four-lane sections for passing purposes 3L = Three-lane facility (center lane is a two-way left-turn lane) 4L = Four-lane undivided facility 4LD = Four-lane divided facility 5L = Five-lane faCility (center lane IS a t:wo-way left-turn lane) l 11 1 Year 2,000 Configuration 4L 4LD 2L 2L 2L 3L 2L 2L 2L 4LD 2L 2L 2L 4L 5L 4LD 4LD 2L 2L 2L 3L 2L 2L 4LD 4LD 4LD 2U4L 4LC 2L 2L 2L Evacuation Pavement Outbound Flow Total Flow Outbound Lanes Width (FT) Ratel Lane Rate 2 2 1 1 : 44'-53' i 34' 34' , , i 44' 1 1 2 44' : 33'-44' : 33' 2 , , ! 25' 1 : width : , , : unknown i 1 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 3 33' 25' 25' i 25'-49' 64' : ! 58'-64' 58' : 32'-58' : 32' 48' 48' 48' : 33'-48' : : 44'-56' : : 44'-52' : : 44'-52' : i 24'-25' i 32' 60' , , 24'-25' i 900 900 1,350 1.350 1,350 1,350 1.350 1,050 1,350 I 1,350 1,350 1,500 1,350 900 900 900 900 1,350 1,350 1,350 1,350 1,350 1,350 900 900 900 1,500 900 1,350 1.350 1.350 1,800 1,800 1.350 1,350 1,350 1,350 1.350 2,100 1,350 2,700 1,350 1,500 2,700 1,800 1,800 1,800 1,800 2,700 2,700 2,700 2,700 2,700 2,700 2,700 2,700 2,700 3,000 2,700 1,350 1,350 1,350 Monroe County, Florida Summary Table 1 (Permanent Roadway Improvements with Incidents) Normal Response Curve Hurricane Cateqorv 1-2 Milemarkers Year 2,000 Evacuation Evacuation Bottleneck Hours with Area -------.----- ------------ ;, LocationlDescription From To Configuration Outbound Lanes Time Delay Backup Link A1 Lower Keys 20 40 Ke'l Wesl i:J Slock Island 4L 2 120000 000 A2 Lower Keys 4.0 9.0 Slack Island 10 Big Copplll Key 4LD 2 12:1000 000:00 0.00 B Lower Keys 90 170 81g COO 0111 Key to Sugarloaf Key 2L 1 12:25:00 0:00:00 357 C Lower Keys 170 220 Sug arloa: Key to Cudloe Key 2L 1 12:36:00 0:00:00 3.57 Cudioe Key to Summerland Key 01 Lower Keys 22.0 240 Cove Airport 2L 1 12:40:00 0:00:00 4.80 Summerland Key Cove Airport to 02 Lower Keys 24.0 250 Summerland Key 3L 1 1242:00 00000 0.00 03 L:Jwer Keys 250 30.0 Summeriand Key 10 8ig Pine K,e 2L 1 12:5200 0:00:00 4.93 big ,.,lOe Key 10 West E Lower Keys 30.0 340 S"mmeriar,d Keys 2L 2 13:0000 00000 0.00 West SumrT2riand Keys to F1 Lower Keys 34.0 352 Spanish Harbor Keys 2L 1 13:0200 000:00 8.27 Spanish Harbor Keys to Bahia F2 Lower Keys 35.2 36.5 Honda Bndge 4LD 2 13:04 :00 0:00:00 0.00 IBanla Honea "ridge to tJanla F3 Lower Keys 36.5 37.5 Honda Key 2L 1 13:06:00 0:00:00 0.00 G Middle Keys 37.5 47.0 Bahia Honea Key to Hog Key 2L 1 13:2600 0:00:00 0.00 H1 Middle Keys 47.0 48.0 Hog Key iO 300t Key 2L 2 13:28:00 0:00:00 0.00 H2 Middle Keys 48.0 50.2 Boo I Key to Marathon 4L 2 13:32:00 0:00:00 0.00 11 Middle Keys 50.2 50.8 Marathon to Marathon Shores 5L 2 13:34:00 0:00:00 0.00 I I~ Cltlilj, ;) 'VIe;.;) 12 Middle Keys 50.8 54.0 Beach 4LD 2 1340:00 0:00:00 0.00 J1 Middle Keys 54.0 54.5 Key Colonial Beach 10 Deer Key 4LD 2 13:42:00 0:00:00 0.00 J2 Middle Keys 54.5 58.0 Deer Key to Grassy Key 2L 2 1348:00 0:00:00 0.00 K Upper Keys 58.0 74.0 Grassy Key to Malecumbe Hartx 2L 2 14:20:00 0:00:00 0.00 Malecumoe Harbor to I eatable L Upper Keys 74.0 80.0 Key 2L 2 14:32:00 0:00:00 0.00 M1 Upper Keys 80.0 835 T eatao!e Key to Islamorada 3L 2 1438:00 0:00:00 0.00 M2 Upper Keys 835 85.6 ISlamorada 10 Windley Key 2L 2 14:44:00 0:00:00 0.00 N Upper Keys 85.6 90.0 Windley i'ey to Plantation Key 2L 2 14:54:00 0:00:00 0.00 0 Upper Keys 90.0 100.0 Ta',ernler Key 10 Newport Key 4LD 3 1514:00 00000 0.00 P Upper Keys 100.0 105.0 ~le'NOOf1 r..ey to Sexton CO'Ie 4LD 3 15:24:00 0:00:00 5.20 Q Upper Keys 105.0 106.3 Sexton CO'Ie to Rattlesnake Key 4LD 3 15:26:00 00000 907 R1 Upper Keys 106.3 126.5 P.aWesnafe Key to Card Sound 2U4L 2 16:06:00 0:00:00 0.00 R2 South Dade 126.5 HEFT Card Sound Rd to HEFT 4LD 3 1628:00 0:20:00 6.80 106.3 Int CR 905 ! S Upper Keys CR 905 A Lake Surcrlse to Crocodile Lake 2L 1 758:00 0.00 Ocean Reef Int CR 905 i T Upper Keys CR 905 A T angle fish Key to Crocodile Lake 2L 1 11.58:00 3:54:00 0.00 Int CR 905 / Crocooile Lake to South Miami- U Upper Keys CR 905 A US 1 Dade 2L 1 12:3000 00000 0.00 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = Two-lane facility Two lanes with short four-lane sections for passing purposes Three.lane faCility (center lane IS a two-way leh-lurn lane) Four-lane undivided facility Four-lane diVided lacillly Five-lane faCility (center lane IS a two.way leH.:urc lane) .J J Monroe County, Florida Summary Table 2 (Permanent Roadway Improvements with Incidents) Normal Response Curve Hurricane CateQory 1-2 Milemarker~ Length LocationlDe~cription Year 2,000 Evacuation Background Area -~------------- ----------------- -fRolin('{ed-Miies) Total Vehicles I I ink From To Configuration Outbound Lanes Traffic Al Lower Keys 20 40 '- 2 Key West 10 Stock Island 4L 2 2667 18515 A2 Lower Keys 4.0 9.0 5 Stock 'slano 10 Big CoOPI" Key 4LO 2 2180 10144 B Lower Keys 9.0 17 0 8 Bla CoPPlrt Key to Sugarloaf Key 2L 1 1262 13187 C Lower Keys 170 220 5 Sugarloaf Key to Cudloe Key 2L 1 959 12055 Cudloe Key 10 Summerland Key Cove 01 Lower Keys 220 24.0 2 Airpon 2L 1 744 13919 Summerland Key Cove Alfport to 02 Lower Keys 240 25.0 1 Summerland Key 3L 1 744 12553 03 Lower Ke:/s 250 30.0 5 Summerland Key to Biq Pine Key 2L 1 930 12739 E Lower Keys 30.0 34.0 4 Big Pine Key to West Summerland Keys 2L 2 1060 16168 I West Summerland Keys 10 Spanish Fl Lower Keys 340 352 1 Harbor Keys 2L 1 1060 14903 Spanish Harbor Keys 10 Bahia Honda F2 Lower Keys 352 36.5 1 Bridge 4LO 2 713 14556 F3 Lower Keys 365 375 1 Bahia Honda Bndge to Bahia Honda Key 2L 1 I 713 14556 G Middle Keys 375 470 10 Bahia Hooda Key to Hog Key 2L 1 1345 15188 HI Middle Kevs 47.0 48.0 1 Hoq Key to 800t Key 2L 2 1345 18002 H2 Middle Keys 48.0 50.2 2 Boot Key to Marathon 4L 2 971 17628 11 Middte Keys 50.2 50.8 1 Marathon \0 Marathon Shores 5L 2 ! 971 18032 12 Middle Keys 50.8 54.0 3 Marathon Shores to Key Colonial Beach 4LO 2 971 18037 Jl Middle Keys 540 545 1 Key ColOnial Beach to Deer Key 4LO 2 597 18145 J2 Middle Keys 54.5 580 3 Deer Key to Grassy Key 2L 2 597 18145 K Upper Key s 58.0 74.0 16 Grassy Key to Matecumbe Harbor 2L 2 870 20346 L Upper Keys 74.0 80.0 6 Matecumbe Harbor to T eatable Key 2L 2 1157 21894 Ml Upper Keys 80.0 83.5 3 T eatable Key to IslamOfada 3L 2 1295 23143 M2 Upper Key s 83.5 85.6 3 Islamorada to Windley Key 2L 2 1295 22031 N Upper Keys 85.6 90.0 5 Windley Key to ptantation Key 2L 2 800 25551 0 Upper Keys 90.0 1000 10 Tavernier Key to Newport Key 4LD 3 2186 27606 p Upper Keys 100.0 105.0 5 Newport Key 10 Sexton Cove 4LD 3 2698 34342 Q Upper Keys 105.0 106.3 1 Sexton Cove to Ra"lesnake Key 4LD 3 2698 33082 Rl Upper Keys 106.3 1265 20 Rattlesnake Key to Card Sound Rd 2U4L 2 1479 31862 R2 South Dade 126.5 HEFT 1 Card Sound Rd 10 HEFT 4LD 3 1597 32529 106.3 Int CR 905 i CR 8 S Upper Keys ons A Lake Surpnse to Crocodile Lake 2L 1 1479 1479 lnt l,R 9U5 i C,'{ T Upper Keys Ocean Reef aos A 3 T anqlerlsh Key to Crocodile Lake 2L 1 118 118 ,''-', U Upper Keys 905 A US 1 16 Crocodile Lake to South Miaml.DJde 2L 1 1360 1908 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = Two-lane facility Two lanes with short four-lane sections for passing purposes Three-lane facility (eenler lane IS a two-way left-turn lane) Four-lane undivided facility Four-lane divided facility Five-lane facili~1 (center lane IS a reNo-way left.turn lane) j J Monroe County, Florida Summary Table 1 (Permanent Roadway Improvements with Incidenls) Normal Response Curve Hurricane Cateqorv 3.5 Milemarkers Year 2,000 Evacuation Evacuation Bottleneck Hours witr Area .------------ ------------ :; Loc ation/Description Link From To Configuration Outbound Lanes Time Delay Backup A1 Lower Keys 20 40 Key 'Nest to Slock Island 4L 2 1200:00 0.00 A2 Lower Keys 40 90 Stock 'sland 10 Big Cop pitt Key 4LD 2 12:10:00 0:0000 0.00 B Lower Keys 9.0 17.0 Big (JPPlll Key to Suganoaf Key 2L 1 12:26:00 0:0000 7.10 C Lower Keys 17.0 220 Suganoaf Key 10 Cudjoe Key 2L 1 12:36:00 00000 7.20 Cudloe Key 10 Summerland Key 01 Lower Keys 220 240 Cove .~lrpOrt 2L 1 12:40:00 000:00 1020 Summerland Key Cove Airport 10 02 Lower Keys 24.0 250 Summerland Key 3L 1 12:42:00 0:00:00 0.00 03 Lower Keys 250 300 Sumrc.ertand Key 10 Big Pine I<..e' 2L 1 12:56:00 0:04:00 10.53 Ig r',ce Key 10 /Vest E Lower Keys 30.0 34.0 Summenand :-<:e'/s 2L 2 13:04 :00 0:00:00 0.00 'Nest Summc'3nd Keys 10 F1 Lower Keys 340 352 Spams'1 ",arbor '<eys 2L 1 15:00:00 1:5400 13.87 Span,s" Harbor Keys to Bahia F2 Lower Keys 35.2 36.5 Honda Bndge 4LO 2 15:02:00 0:00:00 0.00 tJanla nOnda tJrlage to tJanla F3 Lower Keys 36.5 375 Honda '<ey 2L 1 15:04:00 0:00:00 0.00 G Middle Keys 375 470 Bahia Honda Key to Hog Key 2L 1 1524:00 0:00:00 0.00 H1 Middle Keys 470 48.0 Hog Key to 8001 Key 2L 2 15:26:00 0:00:00 0.00 H2 Middle Keys 48.0 50.2 Boot Key to Marathon 4L 2 15:30:00 0:00:00 0.53 11 Middle Keys 50.2 50.8 Marathon to Marathon Shores 5L 2 15:32:00 0:00:00 5.13 I'Vldl dll 'UII .~IIUI e, cU "ey \"'U'uc "d 12 Middle Keys 50.8 54.0 Be acn 4LD 2 15:38:00 0:00:00 0.00 J1 Middle Keys 54.0 545 Key Colomal Beach to Deer Key 4LD 2 15:40:00 0:00:00 6.17 J2 Middle Keys 54.5 58.0 Deer Key to Grassy Key 2L 2 15:46:00 0:00:00 0.00 K Upper Keys 58.0 740 Grassy Key to Matecumbe Hartx 2L 2 16:18:00 0:00:00 0.00 Matecumbe Hamor to T eatable L Upper Keys 74.0 80.0 Key 2L 2 16:30:00 0:00:00 0.00 M1 Uoper Keys 80.0 835 T eatable Key to Islamorada 3L 2 16:36:00 0:00:00 0.00 M2 Upper Keys 835 85.6 Islamcrada to Windley Key 2L 2 16:42:00 0:00:00 0.00 N Upper Keys 856 90.0 Windley '<ey to Plantation Key 2L 2 16:52:00 0:00:00 0.00 0 Upper Keys 90.0 100.0 Taver,1ler Key to Newport Key 4LO 3 17:12:00 0:0000 5.73 p U Dper Keys 1000 105.0 ~lewDCrt '<ey to Sexton Cove 4LD 3 17:22:00 0:0000 11.10 Q Upper Keys 105.0 106:3 Sextc" ,Cove to Rattlesnake Key 4LD 3 1724:00 0:00:00 13.20 R1 Upper Keys 106:3 1265 Rattles"ake Key 10 Card Sound 2U4L 2 18:48:00 0:44:00 0.00 R2 South Dade 1265 HEFT Cara30und Rd 10 HEFT 4LD 3 19:3000 0:40:00 10.67 106.3 Int CR 905 i S Upper Keys CR 905 A Lake Su'prlse to Crocodile Lake 2L 1 7.58:00 0.00 Ocean Reef Int CR 905 i T Upper Keys CR 905 .~ Tangle~sh Key to Crocodile Lake 2L 1 11:58:00 3:54:00 0.00 Int CR 905 I Crocoa"e Lake :0 South Miami- U Upper Keys CR 905 A US 1 Dade 2L 1 12:30:00 0:00:00 0.00 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = 5L = Two-lane facility Two lanes With short four-lane sections lor passing purQQses Three-lane faCility (center lane IS a two-way left.lurn '3r,e) Four-lane undiVided faCility Four-lane divided faCility Five-lane faCility (center lane IS a lwo.way leh.iurn lane ~ ~ J Monroe County, Florida Summary Table 2 (Permanent Roadway Improvements with Incidents) Normal Response Curve Hurricane CateQorv 3.5 Milemar1le~ Length LocationlDescriptJon Year 2,000 Evacuation Background Area ---.----------- ---------------- -iRo-uneied-Mil-es) T olal Vehicles Link From To ConflguratJon Outbound Lanes Traffic A1 Lower Keys 2.0 4.0 ,:,":; 2 Key 'Nest to Stock Island 4L 2 2667 23722 A2 Lower Keys 4.0 90 5 Stock Island to Big Coppitt Key 4LO 2 2180 12748 B Lower Keys 9.0 17.0 8 Big CoPOltt Key to Sugar10at Key 2L 1 1262 17093 C Lower Keys 17.0 no 5 Sugarioat Key 10 Cudioo Key 2L 1 959 15772 CudlOO Key to Summer1and Key Cove 01 Lower Keys no 24.0 2 Airoort 2L 1 744 17928 Summeriand Key Cove Airport to 02 Lower Keys 24.0 25.0 1 Summerland Key 3L 1 744 16200 03 Lower Keys 25.0 30.0 5 Summeriand Key to Big Pine Key 2L 1 930 16386 E Lower Keys 30.0 34.0 4 Big Pine Key 10 West Summeriand Keys 2L 2 1060 21777 West Summerland Keys to Spanish Fl Lower Keys 340 35.2 1 Harbor Keys 2L 1 1060 19156 Spanish Harbor Keys to Bahia Honda F2 Lower Keys 35.2 36.5 1 Bridge 4LO 2 713 18809 F3 Lower Keys 36.5 37.5 1 Bahia Honda Bridge to Bahia Honda Key 2L 1 713 18809 G Middle Keys 37.5 470 10 Bahia Honda Key to Hoo Key 2L 1 1345 19441 H1 Middle Keys 47.0 48.0 1 Hoo Key to Boot Key 2L 2 1345 23240 H2 Middle Keys 48.0 50.2 2 Boot Key to Marathon 4L 2 971 22866 11 Middle Keys 50.2 50.8 1 Marathon to Marathon Shores 5L 2 971 23482 12 Middle Keys 50.8 54.0 3 Marathon Shores to Key Colonial Beach 4LO 2 971 23482 J1 Middle Keys 54.0 545 1 Key Colonial Beach to Deer Key 4LO 2 597 23745 J2 Middle Keys 545 58.0 3 Deer Key to Grassy Key 2L 2 597 23745 K Uoper Keys 58.0 74.0 16 Grassy Key to Matecumbe Harbor 2L 2 870 26564 L Upper Keys 74.0 80.0 6 Matecumbe Harbor to T eatable Key 2L 2 1157 28343 M1 Upper Keys 80.0 83.5 3 T eatable Key to lslamorada 3L 2 1295 29863 M2 Upper Keys 83.5 85.6 3 Islamorada to Windley Key 2L 2 1295 28480 N Upper Keys 85.6 90.0 5 Windley Key to Plantation Key 2L 2 800 33531 0 Upper Keys 90.0 100.0 10 Tavernier Key to Newport Key 4LO 3 2186 35841 P Upper Keys 1000 105.0 5 Newport Key to Sexlon Cove 4LO 3 2698 44220 Q Upper Keys 105.0 106.3 1 Sexton Cove 10 Rattlesnake Key 4LO 3 2698 42600 R1 Upper Keys 106.3 1265 20 Rattlesnake Key to Card Sound Rd 2U4L 2 1479 41381 R2 South Dade 126.5 HEFT 1 Card Sound Rd to HEFT 4LO 3 1597 42356 106.3 Int CR 905 I CR 8 S Upper Keys 'lOS A Lake Surpnse 10 Crocodile Lake 2L 1 1479 1479 T Ocean Reel Int CK go5 I CK 3 Upper Keys Q(), A Tanglefish Key 10 CrOCodile Lake 2L 1 118 118 "\ ....'\ JV...J! VI U Upper Keys 905 A US 1 16 Crocodile Lake to South Miami-Dade 2L 1 1360 2217 LEGEND: 2L = 2U4L = 3L = 4L = 4LD = sL = Two-lane facility Two lanes with short tour-lane sections for passing purposes Three-lane facility (cenler lane IS a rNo-w~ left-turn lane) Four-lane undivided facility Four-lane divided facility Five-lane facility (center lane is a WiD-way left-turn lane) _I 'J J