Item K3 K.3
BOARD OF COUNTY COMMSSIONERS
County of Monroe fma Mayor Heather Carruthers,District 3
h} ] Mayor Pro Tem Michelle Coldiron,District 2
The Florida Keys Craig Cates,District 1
David Rice,District 4
Sylvia J.Murphy,District 5
County Commission Meeting
October 213, 2020
Agenda Item Number: K.3
Agenda Item Summary #7401
BULK ITEM: No DEPARTMENT: Planning/Environmental Resources
TIME APPROXIMATE: STAFF CONTACT: Emily Schemper(305) 289-2500
NA
AGENDA ITEM WORDING: Approval of a resolution reconvening the U.S.1 LOS Task Force,
including 2 representatives from the Department Of Economic Opportunity (DEO) (Barbara Powell,
Regional Program Administrator, and Justin Stiell, Planning Analyst); 2 representatives from the
Florida Department Of Transportation (FDOT) (Neil Lyn, District Statistics Administrator, and Gina
Bonyani, Systems Implementation Office); 1 representative from the County's traffic consultant,
AECOM (Vivek Reddy, Traffic Engineering Department Manager); and 3 County staff
representatives (Emily Schemper, Senior Director of Planning and Environmental Resources, Janene
Sclafani, Transportation Planner, and Judith Clarke, Director of Engineering Services); allowing
appointed members to designate alternates in the event of their absence; and tasking the U.S.1 LOS
Task Force with evaluating the LOS methodology and potential updates to it based on the
considerations identified in the Draft 2019 ATTDS.
ITEM BACKGROUND:
The Monroe County Year 2030 Comprehensive Plan and Land Development Code (LDC) require
that all development and redevelopment taking place within unincorporated Monroe County shall be
served by adequate public or private facilities. The Monroe County Comprehensive Plan and LDC
have adopted level of service (LOS) standards for transportation/roadways, including for U.S.
Highway 1, which is part of the Florida Department of Transportation (FDOT) State Highway
System.
Comprehensive Platy Policy 301.1.2
For U.S. 1, Monroe County hereby adopts a level of service (LOS) standard of C, as measured by the
methodology established by the U.S. 1 LOS Task Force and adopted by the Board of County
Commissioners in August 1991. The level of service on U.S. 1 shall be maintained within five percent
(5%) of LOS C.
LDC Section 114-2. - Adequate Facilities and Review Procedures.
(a) Level of Service Standards (LOS). All development shall be served by adequate public facilities in
accordance with the following standards:
(1) Transportation/Roadways.
a. U.S. 1 shall have sufficient available capacity to operate at LOS C for the overall
Packet Pg. 3254
K.3
arterial length and the 24 roadway segments of U.S. 1, as measured by the U.S. I Level
of Service Task Force Methodology, at all intersections and roadway segments. In
addition, all segments of U.S. 1, as identified in the U.S. I Level of Service Task Force
Methodology, which would be impacted by a proposed development's access to U.S. 1,
shall have sufficient available capacity to operate at LOS C.
To determine the level of service on U.S. 1, the County's traffic consultant conducts an established
systematic traffic monitoring program, developed by the U.S. 1 LOS Task Force, to monitor traffic
volumes and travel speeds of U.S. 1 as well as on each of the 24 study segments on U.S. 1. This
review has been conducted since 1992. The review was completed annually until 2013 and since
2013 the review has been conducted every two years (2013, 2015, 2017 & 2019). This information
is provided as a report entitled, U.S. I Arterial Travel Time and Delay Study (ATTDS).
It is important to note, that the U.S. 1 LOS Task Force developed a unique methodology in 1991
(updated once in 1997) to assess level of service for the Florida Keys to cover both its overall arterial
length from Key West to the Florida mainland, and 24 roadway segments delineated, based on an
average travel speed formula. The data is collected over fourteen (14) round trips for a total of 28
travel time runs with a staggered schedule of departure times (generally between 9am and 4pm).
These runs represent a sample of two runs for each day of the week. During the study period, seven-
day, 24-hour traffic data are also collected at specified locations in Islamorada, Marathon, and Big
Pine Key.
Over the years, there have been timeframes where certain segments of U.S. 1 have experienced a
degradation of traffic speeds below LOS standards, but not for the overall U.S. 1 (entire arterial
length). Unlike prior years, the Draft 2019 ATTDS indicated that the overall LOS for the entire
length of U.S. 1 has fallen from LOS C to LOS D, and there is no reserve capacity for additional
trips. According to the policies and regulations in the Monroe County Year 2030 Comprehensive
Plan and Land Development Code, this would mean the County may not permit new development,
other than single family homes, unless the proposed development's traffic impact is mitigated.
In the Draft 2019 ATTDS, the County's traffic consultant, AECOM, noted potential methodology
considerations, as shown in the following excerpt from the draft report:
Packet Pg. 3255
K.3
The following) its a, list of corr;sideruations for review.
11 The U S 1 Level of Service T ask Force was formulated i n 1'9,92 to develop a meth odo'log y
for IU S I that utilizes an ern p=irical relation ship between the vol u rne-lased cap c.itiesand
the speed-based Level of Service (LOS). The Task Force was a multi-agency team with
members from Monroe County, the F'lorida Department of Transportation, andl the
Department, of Economic: Gpponrrrri` for : erly k�o rm a Florida, Department of
ommiunity Affairs - ID CA). The methodology established) by the task force includes a
procedure for using travel speed as a means of assess ing the level f s1er ice:and reserve
capacity for US I. The ; ernberss: of the Task. Force rmet again in 1997 to re-evailuate the
LOS imettuodlology and maidle .some m4nor changes. The signal delay for LOS was
increased to 25 seconds from, 15 seconds to account: for changes in the, Highway
Capacity Manual (1HCM)., onsidlering that the last meeting of the Task Force was held
more thain 22 years ago, it is suggested that the miernbers, of the Task. Force rneet again
to review the LOS methodology and identify any potential' changes to ensure that. the
methodology is consistent with current practices armdl to iirlentify opportunities. for
impro ^ernenr if any. Since the last. Tas,k Force review, there have been updates, to the
Highway Capacity Manual II CM), which may need to be incorporated. Some specific
items that can be reviewed, include:
Revri!ew the signal delay tJh;reshold for LDS C lased on the current. Highway Capacity
Marrtral elary thresho[d increased from, 2.5 seconds• to 35 seconds) and adjust the
methodology accordingly.
* The metfmodol ogly to determirr a the LO S for the 24 indli i Baal roadway segments is an d
the overall 'US d are slightly different., Irm divi dlra al segment O is determined by
comparing the median travel speed with the, weighted posted) s.peedl limit for the
segment. For, example, Segment LOS is A, if the rrnredlian travel) s.peedl is 1,5 mph
above the posted speed liirrrit. Alternatively, the overall) LOS for US 1 is det.ermmined
by comparing the medlian, travel s eed with pre-e tabliished speed thresholds for
different, levels of service. For example, the LOS for US 1 is A if the over-all' travel
speed)its a wall t or above5l mph, irre pecti e ofthe o�rerualI'°weighted posted speed
limit. [n other w ords,, the overall LOS criteria does not consider the posted speed'
IIiMit.
Acc ord i rig to the current methodology, delay s• due to d rawbridEge ope niing s should
be excluded from the seglment travel tirnes, but included iiu the-overall'travel timies.
ns[dering that delay ass=ociated!with drawbridge openings are non-recurring and
impact the overall) US I level of serv[ce, this part of the methodology should Nye
reviewed and adjusted accordingly.
On July 15, 2020, at their regular meeting, the BOCC discussed the Draft 2019 ATTDS, the fact that
an overall U.S. I degradation below LOS C, with failing segments in Islamorada, makes it difficult
to develop mitigation projects to improve the overall LOS capacity; the methodology's outdated
signal delay thresholds compared to standards of the current Highway Capacity Manual; the
inconsistency between overall and segment LOS methodology; and the way drawbridge openings are
included or not included in the segment versus overall LOS measurements; and directed staff to re-
engage the U.S. I LOS Task Force to evaluate the LOS methodology (which has not been reviewed
for updates in over 20 years) and consider updates to it based on the considerations identified in the
Draft 2019 ATTDS, before the 2021 ATTDS is conducted.
Potential updates to the methodology would be consistent with Comprehensive Plan Policy 301.2.1.
Policy 301.2.1
Packet Pg. 3256
K.3
Monroe County, in coordination with the FDOT, shall continue the systematic traffic monitoring
program initiated in March 1991, to monitor peak season traffic volumes at permanent count stations and
travel speeds on the overall length of U.S.1 and on each of 24 study segments of U.S. 1, and to determine
the cumulative impact of development and through traffic. Monroe County shall use the methodology
developed by the U.S. 1 LOS Task Force composed of representatives from Monroe County, FDOT, and
the Department of Economic Opportunity (DEO) for conducting this analysis and shall request that the
Task Force update and refine the methodology's assumptions on a periodic basis when new data
becomes available.
In accordance with Policy 301.2.1, which specifies that the task force be composed of
representatives from Monroe County, FDOT, and the Department of Economic Opportunity (DEO),
letters were sent by Mayor Carruthers to DEO Executive Director Dane Eagle and FDOT Secretary
Kevin J. Thibault asking for their participation in reconvening the U.S.1 LOS Task Force. Both have
indicated agreement to participate, and the following total eight individuals (or their appointed
representatives, in the event of an absence) are proposed to be on the task force:
DEO:
Barbara Powell, Regional Program Administrator
Justin Stiell,Planning Analyst
FDOT:
Neil Lyn, District Statistics Administrator
Gina Bonyani, Systems Implementation Office
Monroe County Traffic Consultant(AECOM):
Vivek Reddy, Traffic Engineering Department Manager
Monroe County Staff:
Emily Schemper, Senior Director of Planning and Environmental Resources
Janene Sclafani, Transportation Planner
Judith Clarke, Director of Engineering Services
Staff is requesting approval of the U.S.1 LOS Task Force membership as listed above, with the
assignment to evaluate the LOS methodology and consider updates to it based on the considerations
identified in the Draft 2019 ATTDS.
The target schedule of the U.S.1 LOS Task Force would be to complete the review and update of the
LOS methodology and present it to the BOCC for approval by February 2021, prior to the regularly
scheduled commencement of data collection for the 2021 biennial ATTDS. Data collection must be
done during a 6-week window of time in late February — early March, as specified in the current
methodology.
The proposed scope of work for the Task Force (presented in another Board agenda item to be
approved separately) includes the following primary tasks:
• Task 1 —Review the Current Highway Capacity Manual
• Task 2 —Review Current Traffic Data
Packet Pg. 3257
K.3
• Task 3 —Develop a New Travel Time Study Schedule
• Task 4— Coordinate and Schedule Task Force Meetings
• Task 5 —Project Meetings
• Task 6—Update the US 1 LOS Methodology
• Task 7—Project Progress Meeting
The scope includes a total of four Task Force meetings between November and January, one of
which would be a Community Meeting, to gather public input on draft recommendations from the
Task Force, as well as a presentation to the BOCC at their regularly scheduled meeting in February,
2021, at which time the BOCC would decide whether to adopt any recommended methodology
changes proposed by the Task Force.
Proposed Task Force Meetings:
1. Initial Task Force meeting to discuss initial methodology update, Highway Capacity
Manual review, and decide on the initial direction for updating the LOS methodology.
2. Second Task Force meeting to review the first draft of the updated methodology.
3. Community Meeting to gather public input on draft methodology update (will satisfy
Community Meeting requirement to update methodology in Comprehensive Plan and
Land Development Code as well).
4. Third Task Force meeting to present the final methodology and gain consensus from all
members.
BOCC Regular Meeting—February 17, 2021:
Presentation of Task Force recommended methodology update and adoption by
BOCC.
Data collection for the 2021 ATTDS would begin in late February/early March, using whatever
methodology updates may be adopted by the BOCC. The 2021 ATTDS report is anticipated to be
scheduled to come before the BOCC for approval in August 2021.
This timeline coincides with the timeline for the County's recently initiated Transportation Master
Plan process, which is anticipated to produce a draft report in August 2021.
A detailed timeline is attached which includes the U.S. 1 LOS Task Force, Transportation Master
Plan, Comprehensive Plan Update, 2021 ATTDS, and Public Facilities Capacity Report.
PREVIOUS RELEVANT BOCC ACTION:
August 1991 — Adoption of the U.S.1 Level of Service (LOS) C as measured by the U.S.1 Level of
Service(LOS) Methodology established by the U.S.1 LOS Task Force.
December 10, 1997 — Approval of amendment to the U.S.1 LOS Methodology based on
recommendations of the U.S.1 LOS Task Force.
January 23, 2019 - Approval of Work Order 97 to complete the 2019 U.S. 1 ATTDS.
May 20, 2020 — Approval of Supplemental Amendment No. 1 to Joint Participation Agreement
Packet Pg. 3258
K.3
GIA71 with FDOT, adding $300,000, for the County's Transportation Planning Program. Total JPA
amount$600,000 (County portion $75,000).
July 15, 2020 - BOCC considered the Draft 2019 Arterial Travel Time & Delay Study, and directed
staff to re-engage the U.S. I LOS Task Force to evaluate the LOS methodology and consider updates
to it based on the considerations identified in the Draft 2019 ATTDS.
CONTRACT/AGREEMENT CHANGES:
N/A
STAFF RECOMMENDATION: Approval
DOCUMENTATION:
08_06_1991 BOCC Regular Minutes Accepting Original Task Force Traffic LOS Methodology
Resolution to Reconvene Task Force -with Exhibit
Ordinance 0071992_Adopting Original Task Force Traffic LOS in Comp Plan
BOCC meeting Item N3_1997Approval of LOS Methodology Task Force Update
CURRENT TIMELINE_traffic methodology-traffic study-transportation master plan_10.2.20
County Letter to DEO Signed 9.10.2020
County Letter to FDOTSigned 9.10.2020
FINANCIAL IMPACT:
Effective Date:
Expiration Date:
Total Dollar Value of Contract: $0
Total Cost to County: $0
Current Year Portion:
Budgeted:
Source of Funds:
CPI:
Indirect Costs:
Estimated Ongoing Costs Not Included in above dollar amounts:
Revenue Producing: If yes, amount:
Grant:
County Match:
Insurance Required: n/a
Additional Details:
REVIEWED BY:
Packet Pg. 3259
K.3
Emily Schemper Completed 09/30/2020 5:22 PM
Derek Howard Completed 09/30/2020 6:20 PM
Assistant County Administrator Christine Hurley Completed
10/05/2020 3:06 PM
Purchasing Completed 10/05/2020 3:07 PM
Budget and Finance Completed 10/05/2020 5:29 PM
Risk Management Completed 10/05/2020 6:53 PM
Liz Yongue Completed 10/06/2020 8:32 AM
Board of County Commissioners Pending 10/21/2020 9:00 AM
Packet Pg. 3260
K.3.a
VV 4
Regular Meeting
Board of County Commissioners
Tuesday, August 6. 1991
Key West
Q
U
a
U_
A Regular Meeting of the Monroe County Board of
County Commissioners convened at 1:00 p.m. on the move date F
Y y West. Present and
at the Key West dons Club in Ke
answering to roll call were Commissioner Earl Cheal,
Commissioner Jack London, Commissioner John Stormont, and
Mayor Wilhelmina Harvey. .Absent from the meeting was >
Commissioner Douglas Jones. Also present were Danny
Kolhage, Clerk; Randy Ludacer, County Attorney; Tom Brown,
County Administrator; County Staff; members of the .Press and
Radio; and the general public. a
cm
a
All stood for the Invocation and Pledge of
Allegiance. 0
a
Motion was made by Mayor Harvey and seconded by
Commissioner 'London to approve additions, deletions and �
0
corrections to the Agenda. Motion carried unanimously. J
u
SOUNDING BOARD ~
u
Vernon Julson of Julson's Mobile Homes addressed 0
the Board concerning replacement of mobile homes and
disposing of derelict mobile homes. No action was taken. F
Susan Foster, President of Sugarloaf Shores
Property owners Association, addressed the Board concerning
ramifications of the United States Fish & wildlife Service's 0
attempt to lease bay bottom in the Lower Keys. Motion was c
made by Commissioner Cheal and seconded by Mayor Harvey to
enter an objection to the proposed lease of Dower Keys'
bay bottom by the U. S. Fish & Wildlife Service of the
Department of Interior and request the Fish & Wildlife
Service to provide comments regarding Mrs. Foster's con-
cerns. During discussion, the nation was withdrawn. After
further discussion, motion was again made by Mayor Harvey to
enter an objection to the proposed lease of Lower Keys' bay
bottom by the U. S. Fish & wildlife Service of the
Department of Interior and request the Fish & Wildlife
Service to provide comments regarding Mrs. Poster's con- v
terns. Motion died for lack of a second. Motion was then o
made by Commissioner London and seconded by Commissioner
Cheal directing the Planning Staff to prepare a report as to
how this proposed lease of bay bottom will fit in with the
Comprehensive Plan. Roll call vote was unanimous. Motion aI
was made by Mayor Harvey to request a delay in the execution o
of the proposed lease. Motion died for lack of a second.
Motion was made by Commissioner Cheal and seconded by
Commissioner London to place a Public Hearing on the Agenda E
of August 21, 1991 at 3:00 p.m. and request representatives
of the Department of Natural Resources and the Fish &
wildlife Service to address the Board concerning the issue
and also to provide the results of the analysis of this pro-
posed action with the Comprehensive Land Use Ulan. Roll
call vote was taken with the following results:
Packet Pg.3261
K.3.a
VV 148
Commissioner Cheal Yes
Commissioner London yes
Commissioner Stormont No
Mayor Harvey 'Yes
Motion carried.
m
2
DIVISION OF PUBLIC WORKS
U.
Y
Presentations were made by the firms of N
Barton-Asch an Associates, Inc. , Kimley-Horn & Associates,
Inc., and Post, Buckley, Schuh & Jernigan, Inc. , respondents U)
to the RF'P for the Transportation Model and Long Range Plan
for Monroe County.. The Board announced that the selection
process would be by ranking all firms according to a point �
0
system, reflecting the Number One selection to receive the
Number One vote, and the successful nominee would be that
one with the lowest point total. The Board then proceeded N
to ballot with the following results; N
a
Cheal London Stormont Barvey Total °9
0
0
Barton-Aschman 1 1 1 3 6 0
Kimley-Horn 3 3 2 2 10
U)
Post, Buckley 2 2 3 1 O
0
v
The Clerk announced the results of the tabulation which
named Barton-Aschman Associates, Inc. as the successful ~
bidder. Motion was made by Commissioner London and seconded
by Commissioner cheat to authorize negotiation of a contract �0
with the firm of Barton-Aschman Associates, Inc. Doll call _ Y
N
vote was unanimous.
0
c
DIVISION OF COMMUNITY SERVICES
- - O
Thomas Pope, Architect, made a presentation of the c
preliminary design for the Key West. Branch Library renova-
tion and expansion. Motion was made by Commissioner London v
and seconded by Commissioner Cheal to accept the schematic
design as presented by Thomas Pope and authorize Staff to �
proceed with the project. Roll call vote was unanimous.
DIVISION OF GROWTH MANAGEMENT 0
m
Lorenzo Aghemo, Rafael DeArazoza and Mark Roscl
addressed the Board concerning the alternative method for U
measuring the level of service on US-1. Motion was made by
Commissioner London and seconded by Commissioner Stormont
that the Staff request in writing that DCA and DOT
acknowledge that they will professionally accept the new ri
speed-based methodology pursuant to the provisions of of
Florida Statutes 163 in the Comprehensive Land Use Plan and o
the Land Development Regulations. Roll call vote was unani-
mous. Motion was made by Commissioner London; and seconded w a
by Commissioner Stormont to proceed to revise the existing Ec
Plan and Land Development Regulations to implement the new �
speed-bared methodology developed by the Task Force. Roll a
call vote was unanimous. Motion was made by Commissioner
Stormont and seconded by Commissioner 'London to approve and
implement the Public Facilities Capacity Report - 1991
Assessment as presented. Roll call vote was unanimous.
Packet Pg.3262
K.3.a
COUNTY ADMINISTRATOR
Motion was made by Commissioner Cheal and seconded
by Mayor Harvey to approve and authorize execution of a
Business Lease with L. H. Kephart d/b/a Eaton Street
Professional Center for the lease of approximately 7,00
square feet for the Public Defender's office space require-
ments in Key West. Roll call vote was unanimous, U
a
U_
x
PUBLIC HEARINGS F
A Public Hearing was held on a proposed Ordinance
creating Sec. 6.3-12, Monroe County Code, in order to pro-
vide that prosecutions before the Code Enforcement Board >
shall be initiated within four years of the occurrence of
a
the event complained of or be forever barred'., providing for
an exception for occurrences which threaten human life; pro-°
viding for aeverability providing for incorporation into cm
the Monroe County Code of ordinances; providing for the
repeal of all ordinances inconsistent herewith; and pro- y,
viding an effective date. Proof of publication was entered
into the record. Motion was made by Commissioner Stormont 0
and seconded by Mayor Harvey to read by title only. Motion a
carried unanimously. The County Attorney read by title
only. The following individuals addressed the Hoard: Vern
Pokorski, Bob Smith, B. C. Carter, Susan Foster of the Lower
Keys Property Owners Association, and Community Services
J
1 Division Director Peter Horton. Commissioner Cheal distri-
buted a letter from C. Richard Mayson of P MA dated July 29, 2
1991. Motion was made by Commissioner Cheal and seconded by ~
Commissioner London to continue to the next Public Hearing.
Roll call vote was unanimous.
U_
x
A Public Hearing was held concerning the proposed F
abandonment of a portion of Bamboo Court, Sugarloaf Shores
Section F, Sugarloaf Key. Proof of publication was entered
into the record. Steven Bsquinaldo, attorney, addressed the
Board on behalf of the Petitioner. Motion was made by
Commissioner Cheal and seconded by Commissioner London to c
adopt the following Resolution renouncing and disclaiming a
any right of the County and the public in and to a portion
of Bamboo Court, Sugarloaf Key, Monroe County. Roll call
vote was unanimous.
RESOLUTION NO. 249-1991 1�
See Res. Book No. 100 which is incorporated herein by
reference.
Public Hearing was held to consider a Land Use
Map Amendment to change the Land Use Designation from Urban v
Residential Mobile Home (URM) to Urban Residential Mobile
Home-Limited (URM-L) for properties known as denture Out at
Cudjoe Key, Inc. , Dots 1 through 659, Section 34, Township
66S, Range 288, Tallahassee Meridian, Monroe County, Mile
Marker 23. Proof of publication was entered into the oI
record. Planning Director Lorenzo Aghemo addressed the co
Board. There was no public input. Motion was made by
Commissioner Stormont and seconded by Commissioner Cheal to
adopt the following Resolution. Roll call vote was unani-
mous. u
.r
RESOLUTION NO. 258-1991 �
See Res. Book. No. 100 which is incorporated herein by
reference..
Packet Pg.3263
K.3.a
1 so
A Public Hearing was held to consider a Land Use
Map Amendment to change the Land Use Designation from Native
.Area (NA) to 'Urban Residential Mobile Home (URM) for certain
lots located in Rockland Hammock Subdivision, East Rockland
Key, Section 28, Township 675, Range 26E, Tallahassee
Meridian, Mile Marker 9. Proof of publication was entered
into the record. Planning Director Lorenzo A9hemo addressed
the Hoard and advised the Hoard that the Navy had registered
an objection and because of that objection, the Four--Fifths 0
Rule for adoption would apply in this case. The fallowing x
individuals addressed the Board: Michael. Barnes repre-
senting Louis Welters, walker Moran, Joan Navarro and Tammy
Acevedo, Motion was made by Commissioner Stormont and �
seconded by Commissioner London to approve Alternative "C'"
in order to recognize existing property investments under
Section 380.055(18) . Inuring discussion, the motion was �
a
withdrawn. Motion was then made by Commissioner Stormont �
and seconded by Commissioner London to adopt the following
Resolution approving Alternative "C" pursuant to 0
9.5-511(d) (5) (B) (ii) Change of Assumption, all other pro-
perty is governmentally owned, (iii) an error in mapping at
the time of the adoption of the Comprehensive Land Use Plan,
(iv) new issues; these constitute the only developed lots in 0
the area and are consistent with community character in s
existence prior to the adoption of the Comprehensive Land
Use Plan. Roll call vote was unanimous,
en
RESOLUTION NO. 251-1991
See Res. Book No. l0�is—incorporated herein by
reference.
DIVISION OF COMMUNITY SERVICES ry U_
Division Director Peter Horton addressed the Board.
R. Ciovanelli of Dames & Moore presented an Aviation
Forecasts Summary for Key west International Airport.
Motion was made by Commissioner London and seconded by
Commissioner Cheal to approve the Summary. Roll call vote
was unanimous.
a
COUNTY ADMINISTRATOR
County Administrator Tom Brown presented the
amended Tentative Budget and proposed Aggregate Millages for
the next fiscal year. Mr. Brown discussers the additional
funding requirements being required by the Lanes Use Plan and �
proposed Settlement Agreement with DCA. Motion was made by
Commissioner Cheal and seconded by Mayor Harvey to approve
and authorize the Administrator to certify to the Property v
Appraiser the 1992 Aggregate Millage Rates (SEE EXHIBIT
ATTACHED HERETO AND MADE A PART HEREOF) ; and to approve the
,following meeting dates for Budget reviews and. hearings. �
�I
September 19 Key Largo Library 1)Public Hearing for oI
5.05 p.m. consideration of o
FY 1992 'Budget T
2)Adoption of Tentative
Budget and Aggregate
Millage Rates
September 23 Key west ,Lions Club Budget Workshop for �
5:05 p.m. consideration of
FY 1992 Budget
Packet Pg.3264
K.3.a
VV 1 5 1
September 26 Fey Colony Beach 1)Public Hearing for
Auditorium consideration of
FY 1992 Budget
2)Adoptio'n of Final
Budget and. Aggregate
Millage Rates
Q
.-- and to also approve the summary of the Tentative Fund
Totals (BEE EXHIBIT B ATTACHED HERETO AND MADE A PARS' U®
HEREOF) . Commissioner Stormont discussed the worksheet he
had prepared concerning the distribution of millages and
assessments throughout the County.. Staff and the County
Administrator's office were commended for their work on the �
proposed Budget for next fiscal year.
r. Brown discussed alternatives for improvements a
to Highway 905, Card Sound Road, as developed by Public a
Financial Management, the County's financial advisor. o
Motion was made by Commissioner Cheal and seconded by o
Commissioner Stormont to approve the fallowing items, in
sequence.
a
1. Obtain legal opinion supporting the 0
obligation of $5.5 million of the County- s
wide collected Fair Share Transportation
Development Impact Fees for improvements U
to Highway 905 and Card Sound Bridge.
J
2. Commission an engineering and/or a
toll revenue study to determine the F
estimated revenues that would be generated W
by increasing tolls to $0.75 per axle. 0
a
3. Petition the U. S. Fish and wildlife �
and/or Nature Conservancy to expedite
acquiring the Frank Gardner property that c
is necessary for mitigating the environ-
mental impacts of the highway 905
improvements.
c
4. Enact appropriate legislation to
increase the Card Sound Bridge tolls to
$0.75 per axle. (Alternatively, resolve
to commit approximately $210,000 per
annum in local option gas tax revenues in
partial payment of the bond debt service.)
5. Issue a Dedicated Revenue Bond in the
amount necessary to provide approximately
$4.5 million in the construction fund.
U
Debt service revenues to be obtained from U
the $0.75 per axle tolls. If necessary,
supplement toll revenues with a portion
of the Local Option Gas Tax Revenues.
(Alternatively, provide debt service. �I
revenues with a combination of the present 0I
co
$0.50 per axle tolls and Local Option Gas o
.-- Taxes.)
6. Officially obligate $5.5 million of
the Transportation Impact Fees and $1.211
million of the Card Sound Bridge Enter
prise Fund (cash) to fund this project.
7. Establish a bond fund retirement
reserve account for assimilation of un-
obligated toll revenues.
Packet Pg.3265
K.3.a
VV 152
. Advertise for construction bids and.
award contract.
and also to approve the following Alternative 7 from the
Public financial Management, Inc, reports
Alternative 7s increase tolls to $.075 Q
per axle with no discount available and u 2
a
use impact fees of all districts u-
($5,500,000) in addition to $1,,2111000 �
from. the Renewal and Replacement reserve
from the Card Sound Enterprise Fund. �n
Bud Post discussed a proposed toll bridge in the Jewfish c
Creek area. Roll call vote was unanimous. Motion was made c
by Commissioner Cheal and seconded by Mayor Harvey to direct
the County .Administrator to draft a Resolution requesting �
the DOT to provide funding to study the potential toll reve- a
nue, for both the US-1 Jewfish Creek Bridge and Highway 905cm
Card Sound Bridge projects. Roll call vote was unanimous,
The Board agreed and directed Commissioner Cheal and Staff '
rs
to meet with DOT to discuss these projects. The Board these
discussed hurricane evacuation policies. Motion was made by 'D
Mayor Harvey and seconded by Commissioner Cheal that it 0
would be the established policy of the Hoard that in the
event of a hurricane evacuation, US-1 and Card Sound Road
would be used concurrently for outward-bound traffic and
J
that the evacuation would be coordinated with Dade County.
Roll call vote was unanimous.
There being no further business,. the Meeting was
adjourned, - u-
x
c
rs
c
a
u
u
c
rs
U
U
m
�I
0
oI
0
0
u
Packet Pg.3266
A ofopo }a 311; al aoio=l 31s l leulbijo build000VsolnuiW a Ire a M :IU8 WBII I-
t
M M
a
a�
U
IL
H d W ac i Y'^$ fv I 0 8 r4 o o + o 0 a$IK$t § § V 8s1 # §f% N
lc tl 'Li if1 } 1Ts F* NPF § in ,�I 'p fez 1 C3 ,w a f, ^@ I tl ! wl co & 0 I
u1 f Eel X f+ ei7 ff I
r s. r. Y + 1 +. t .= f + +.
$3 C3 In i6'£ Il5 1 #!R af% rn t in H % vn 1fY i #fY } �% 's4'
4 e+ + ! f$ io N [3 W f sP lis A Y
+ • • • e 1 . A c
f f
1 I r I I V 4
1 6
M P 1 Im qti § N 0 r u5 i r-} P" '� Y EM ^�7 fiti ad RaY l �i 1 CT 3' iV d1R 1 �% £ n s 4 tl
d 1 ap § lA N B Cv Oa }er 1 tb v4 tl C? ISi F 47 R H=+ �D C3 d CS Irl P I In tl '`.. Ca }I 4
W
Y ri .mod tl Y Y $NFI '&7' ! +°i ,i f7 N 9 1 f, N 0 ! IN 0 0 1 to § a §-- iW a
N f7 I eY G£9 X 19 se9 9 1 -: £ m b t e
t e I « .� t 1 Y
K7 3 a R �' f3 i-%O £ w•i FV 1 IN CI o § £`3 # iL1 X i
4§
+" 1 €] !� a dfl V ! 40 .4 f?
tit § P+ m
! q r ifF N ! � 1�' il! 1 f-e .-r f r 6�' C7 N C3 1 N N f7 ! KM •M 4 1 } a. 1'+# f i
a I Ida'rs 1 di 0e !
! t ! i-•#§el I •$' Y � I � � §'1 W lily Rry &dY IfR i"J 1 in R9 f'y 1 iN1 N iy f R*$
1 1 1 f� 1 Y ri r §'1� 1 �'1 P• l7 tl F ,1 O 1 a-1 1 t+'E A k
X tl {�N % e^i %'! Q f Y {? {� § � $? �' •d�' I sa4 U' � tl � A�3 1 N.. 1 t$ � k
1 1 } 1 I 1 § tl 1 ♦8 r
# e e Y r
p Y _ I f 1 } 1 V,
tl 1 m.4 £ m aA I m rd 4�1 § M afl. F+, f�' S?` t o % C? in p
I § CY M I r"1 ty F 417 GP d`+ § 6e7 ri pf 1 ua +4 6 'a}' 9f4 I 1f1 a %dA
I Iiy % N I Ili
O Ili
1 fry iD #La 1
1 G p I . 1 + e + .
o M } 1dy rip %Iy 1 ko V r' w I CD
{ tl 'N'YIV @ $R iLl C� r i Q rati 1 fii } r7 N
'� N "4 § C U, [`+' W } A CD # Il 4h
'a^�' § t3 'L7§ �' i � tl �1 Ou 16 0
ei 1 1 W� I H 1 4 ,-i I N H xn'! 1 f*N # £ X + 1W I
y% k
3i H # to to Q O 4 1 N m ry @ m in
l7w 1 I� r V YFY ! sd 3 § W N ! m Io o l"i 9 } N Ch § m 4f4
#7'l ,-§ lky ! .W § 1`4 ! {^� fi'• ws 1 1A Y5 §*'1 l $ f3 N ! f'•k 4f1 1 Fla C'p £ f"- Y lRi ft3 i 1
119 Cf e^ O 1 f%: i 1D II
1 P r•# 1 H re4 F7 1 1Fl C7 47 1 f7 £� 0r�i Q' 1 W O £ �' e-£i7.' 1 M 1 4ty 1 8
d ll @ Al 0 £ @ ail 0 1 Y 0i ifs 1 Aff 10 im �'¢ tl � N d' ! N E4 0 ! .4 1 E�" io I f
f ey p i}7 ffi 1 0 o m ; ell Ct M 1 M '� 'A1 0 0 1 0 t+2i 1 0 N 1 0 t "s r4 M 1
W k ida r`% 1 6 P I' 1 11'# iat flY 1 N rl LD O i7� 8 {,'a i3 3' 1 1' K3+>Xr Ia # 'S�3 N !
Cei' ! - 1 a-5 £ 1D d1 o I. in 1 9 I bf 9 � U'1 § �# C Q % f`. Fr S°,1 ! � § 1 C§ F 1
'CGF 1 1 L�3 1 tl srt i+E �Y 9 �J CJ Y 0 Ck $3 ai 0Y d 00 1 0 0 0 } wi r +i^f Ip 1
1 E4
IaA W i 1 OR
E d N -N 1 w R '� 1 R"5 $a fdF f3' 1 �R W 0 1 +�9 �0 w fh f'^ I WL5 V° H 1 iO 4p N 0 1 0 a1 I f}'I d'G I Wf # Ih 1- 1r &i r t ti df# R W 4t I N f¢I WG 1'R } e,1 } Clt eel S 1 m F aD N Y , r
to X i•1 4§I C4 i w w d s W G1 W W I I '1. 1 8$t 19;-a§ 1 +R It I€% Ifs 11 p
I$ 1 W''§ >rK N a id 4G � % ^F 14 V5 Fti• 9 [+' F tl F* .+++°4 E 1`5 t ., i4 M B
$ Q M 0(n # f 101 N 3 le en Vti 1 L f C 1 4f®F H'Y 6Y f f� I Sl? N IP
N } 1 i'4 I $ tl[I F 4p +^i I N � 1a4 1 f"1' I # tl wP •9 W 1
fit Lfa 1 M W " B § %`f 0 i '0 SS i Q I sn 0 0 d 05 en r T 1 0
T l8r I q 1 f-'®► I f'1 r4 dV k Ch CD QW 1 Sn I� 0 4eti 0 4 M m 0 } m f�7 h ! m f� m %D 0 §
C+�F B r- $V 0 } Q'I 9TT CTI I Il5 C7 CV P I fV 1'S d l'Y i�Cb 1 '8^k I i IQ y 1
T4' ! 1 I+i F e.tl 1f1 I T'* i-1 p 1 '. M 4'9 tl If& f7 1l 1d YC? 1 i [^- $^ !"1 ! O 1
94 IT I £ i N , e # s .. 1 , e I W + - 1 e M
rfi tl X �14 1 rt 14 a 1 v 0 0 1 0 0 0 .4 0 1 u-t o o i o o (3 'o A p
H 1 £
§ } @ fk£ £ I@ W, C3 i in -A F 1 0 O4 4D t. id¢ 1 0 ltl-w I 40, V 0 1 fT M rK ieti X I
! 3 40 0 1 ill m "w a f(1 -0 9ed 1 S 4 I&'1 W C+ 14 1 K+p 1 r' }4.4 £
! # e"1 4e§ £ N l`f'1 +! 1 4Tl n I +W i'+1 PI ,-i fV X freN N CS Y N +#.4 1 PS
4"#1 M
a 1 q 0 0 0 0 # 0
f _E
% r
41
1
ci t
L+ I
-4 i 'C U w�l lD P' 1.a W 43 rr 4�2 w i
1'+ In tl 3 k $l 0 R
ISO M P � tl 63 # F9 a N U H Ii] Q .i w 0 v
41 m # la 1 i} if Fd 13 Im 41 A! 41 q§ Fy ill
'�$$•.a39r C.' Fqf H 4i $$ is €t Sy da � A0 ¢ (a � H (} 00 1
Cs s d M G Y a " �3 8 S F $ FS" 94 � M
$k£
0 06 a [i b� 1 MW i
2
0
FY92 FUND TOTALS -- TENTATIVE BUDGET
-----------------,----------_____-_-
U)
001 GENERAL FUND 27, 92,581
002 SUPPLEMENT TO GENERAL FUND 1,205, 397 �
004 KEY WEST AIRPORT 1,014 ,053
101 FINE & FORFEITURE 26,695,589
102 ROAD & BRIDGE 10,708,646
103 LAW' LIBRARY 2' ,486
04
104 ENVIRONMENTAL MANAGEMENT 17,752,314
105 ENVIRON MGMT DEBT SERVICE 2,745,418
TOURIST DEVELOPMENT COUNCIL 10,455,229 �
202 DEBT SERVICE-1983 1,331,091 0
203 DEBT SERVICE-1988 990,160 0
301 CAPITAL PROJECTS-MISC 709,000
303 CAPITAL PRJ-1988 BOND ISSUE 404,750
304 CAPITAL PRAJ-ONE CENT INFRA 16,287, 500 U)
401 CARD SOUND BRIDGE 4, 121, 64
501 WORKER' S COMPENSATION 1,725,992
502 GROUP INSURANCE 6,494, 344
503 RISK MANAGEMENT 2, 1821258 F-
705 FIRE & AMBULANCE DISTRICT 5 922, 2
706 FIRE & AMBULANCE DISTRICT 6 1,016,041 0
712 TRANSLATOR 849,762
716 PLAN/BLDG/CODE ENF/FIRE MAR 6, 122, 053
717 UNINCORP PARRS & BEACHES 589,431
719' FIRE & AMBULANCE DISTRICT 1 5,252,605
722 UPPER. KEYS TRAUMA CARE 3,027,810 T
-
TOTAL BUDGET 149,821,628
CL
LESS DEPARTMENTAL BILLINGS 5,380,385 u
LESS BUDGETED TRANSFERS 4,485,2.36
------------- ur
9, 65,621
-------------
NET BUDGET 139,956,007
00
i
r-
a)
u
�� � Packet Pg. 3268
K.3.b
f�
A
2 MONROE COUNTY, FLORIDA
a�
3 MONROE COUNTY BOARD OF COUNTY COMMISSIONERS 2-
0
4 RESOLUTION NO. -2020 �
5
U)
6 A RESOLUTION OF THE MONROE COUNTY BOARD OF COUNTY
7 COMMISSIONERS RECONVENING THE U.S.1 LOS TASK FORCE, INCLUDING 2
8 REPRESENTATIVES FROM THE DEPARTMENT OF ECONOMIC OPPORTUNITY 0
U
9 (DEO) (BARBARA POWELL, REGIONAL PROGRAM ADMINISTRATOR, AND
10 JUSTIN STIELL, PLANNING ANALYST); 2 REPRESENTATIVES FROM THE
04
11 FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) (NEIL LYN, DISTRICT
12 STATISTICS ADMINISTRATOR, AND GINA BONYANI, SYSTEMS
13 IMPLEMENTATION OFFICE); 1 REPRESENTATIVE FROM THE COUNTY'S
14 TRAFFIC CONSULTANT(VIVEK REDDY, TRAFFIC ENGINEERING DEPARTMENT
15 MANAGER); AND 3 COUNTY STAFF REPRESENTATIVES (EMILY SCHEMPER,
16 SENIOR DIRECTOR OF PLANNING AND ENVIRONMENTAL RESOURCES,JANENE
17 SCLAFANI, TRANSPORTATION PLANNER, AND JUDITH CLARKE, DIRECTOR OF 2
18 ENGINEERING SERVICES); ALLOWING APPOINTED MEMBERS TO DESIGNATE U-
19 ALTERNATES IN THE EVENT OF THEIR ABSENCE; AND TASKING THE U.S. 1 LOS
20 TASK FORCE WITH EVALUATING THE LOS METHODOLOGY AND POTENTIAL
21 UPDATES TO IT BASED ON THE CONSIDERATIONS IDENTIFIED IN THE DRAFT
22 2019 ATTDS. 0
U
23 WHEREAS, in August, 1991, the BOCC adopted the U.S.1 Level of Service (LOS) C as 0
24 measured by the U.S.1 Level of Service (LOS) Methodology established by the U.S.1 LOS Task r-
25 Force; and
0
Cn
26 WHEREAS,on December 10, 1997,the BOCC approved an amendment to the U.S.1 LOS ai
27 Methodology based on recommendations of the U.S.1 LOS Task Force; and
28 WHEREAS, on July 15, 2020, the BOCC considered the Draft 2019 Arterial Travel Time
29 & Delay Study (ATTDS),prepared by the County's traffic consultant, AECOM, which identified U
30 several considerations regarding methodology; and
31 WHEREAS, at the July 15, 2020 meeting, the BOCC directed staff to re-engage the U.S.
32 1 LOS Task Force to evaluate the LOS methodology and consider updates to it based on the
33 considerations identified in the Draft 2019 ATTDS; and
Page 1 of 3
Packet Pg. 3269
K.3.b
I WHEREAS, on September 10, 2020, letters were sent to DEO Executive Director Dane
2 Eagle and FDOT Secretary Kevin J. Thibault asking for their participation in reconvening the
3 U.S.1 LOS Task Force;
4 NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
5 COMMISSIONERS OF MONROE COUNTY, FLORIDA, THAT:
6 Section 1. The U.S. 1 Task Force is hereby reconvened and shall be comprised of the
7 following members: 0
U-
8
9 DEO: Cn
10 Barbara Powell, Regional Program Administrator
a�
11 Justin Stiell, Planning Analyst 0
U
12
N
13 FDOT: c�
14 Neil Lyn, District Statistics Administrator
:c
x
15 Gina Bonyani, Systems Implementation Office
16
r
17 Monroe County Traffic Consultant(AECOM 0
�
U-
18 Vivek Reddy, Traffic Engineering Department Manager
19
20 Monroe County Staff:
U
a)
21 Emily Schemper, Senior Director Planning and Environmental Resources
0
22 Janene Sclafani, Transportation Planner
.2
23 Judith Clarke, Director of Engineering Services 0
24
25 Section 2. Said members may designate alternate representatives in the event of their
26 absence. U
27 Section 3. The U.S.1 LOS Task Force is tasked with evaluating the LOS methodology
28 and potential updates to it based on the considerations identified in the Draft
29 2019 ATTDS, attached hereto as Exhibit A.
30 Section 4. The U.S.1 LOS Task Force is asked to recommend methodology updates to
31 the BOCC for approval by February, 2021, in order to be approved prior to
Page 2 of 3
Packet Pg. 3270
K.3.b
I commencement of data collection for the regularly scheduled 2021 biennial
2 ATTDS.
3
4 PASSED AND ADOPTED by the Board of County Commissioners of Monroe County,
5 Florida, at a regular meeting of the Board held on the 21st day of October, 2020.
6 Q
7 Mayor Heather Carruthers o
8 Mayor Pro Tem Michelle Coldiron U.
Y
9 Commissioner Craig Cates W
10 Commissioner David Rice �
11 Commissioner Sylvia J. Murphy U)
12
13 y
14 BOARD OF COUNTY COMMISSIONERS o
U
15 OF MONROE COUNTY, FLORIDA
16
N
17
18 BY
19 (SEAL) MAYOR HEATHER CARRUTHERS
20 x
to
21 ATTEST: KEVIN MADOK, CLERK
22
r
23 v
24 By o
25 AS DEPUTY CLERK U.
a
U
a
a
a
E
v
tF 1W
10/06/2020
Page 3 of 3
Packet Pg. 3271
K.3.b
2019
US 1 ARTERIAL TRAVEL TIME
AND DELAY STUDY
I-
0
U.
Y
MONROE COUNTY, FLORIDACh
U)
Q)
-
Q)
U
Prepared for:
N
Monroe County Planning Department
t L
11
I
d
0
U
Q)
0
Prepared by:
0
qw0m i
cu
3201 West Commercial Boulevard -Suite 134, Fort Lauderdale, Florida 33309
April 2019
Updated August 2019
Updated November 2019
Updated December 2019
FML DRAFT REPORT - NOT ADOPTED BY BOCC
Packet Pg. 3272
K.3.b
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY................................................................... 1
2. INTRODUCTION.............................................................................. 4
3. MONROE COUNTY LEVEL OF SERVICE (LOS) AND RESERVE
CAPACITY ASSESSMENT OVERVIEW............................................... 6
4. DATA COLLECTION........................................................................ 8 L
a
U.
Y
5. FIELD OBSERVATIONS................................................................... 9
6. RESULTS AND DISCUSSIONS.......................................................... 11 D
a
7. SUMMARY..................................................................................... 21 >
r-
a
U
TABLES Q
N
TABLE 1 — AVERAGE TRAVEL SPEEDS AND LEVELS OF SERVICE........... 1
TABLE 2 — U.S. ROADWAY SEGMENTS................................................... 6
TABLE 3 — US 1 TRAFFIC COUNTS — HISTORICAL COMPARISON.............. 12
TABLE 4 — DELAY DATA SUMMARY AND COMPARISON........................... 18
a
v
FIGURES U.
ch
FIGURE 1: US 1 AADT — HISTORICAL COMPARISON............................ 13
FIGURE 2: US 1. HISTORICAL TRAFFIC GROWTH —AADT....................... 14 >
r-
a
FIGURE 3: AVERAGE TRAVEL SPEEDS AND LEVELS OF SERVICE........... 16
a
APPENDICES
a
APPENDIX A - DATA COLLECTION METHODOLOGY 0
APPENDIX B - TRAVEL TIME DELAY DATA
APPENDIX C - 2019 TRAFFIC VOLUME SUMMARY
APPENDIX D - HISTORICAL COUNT DATA
v
APPENDIX E - 2019 TRAVEL SPEED SUMMARY DATA AND STATISTICS
APPENDIX F - COMPARISONS OF HISTORICAL TRAVEL SPEED DATA
APPENDIX G - 2019 LEVEL OF SERVICE AND RESERVE CAPACITY
APPENDIX H - SUMMARY OF DELAY EVENTS
APPENDIX I - 2019 DATA COLLECTION SCHEDULE
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
AECOM Page ii
Packet Pg. 3273
K.3.b
1. EXECUTIVE SUMMARY
This report contains the results and findings of the 2019 Travel Time and Delay Study. The
primary objective of this study is to determine the Level of Service (LOS) for US 1 for
concurrency management purposes pursuant to Chapter 163, Florida Statutes and Monroe
County Land Development Regulations. The study methodology was developed by the US
1 Level of Service Task Force in 1993 and amended in 1997. The methodology established a
procedure for using travel speed as a means of assessing the level of service (LOS) and
reserve capacity for US 1.
Both Monroe County and the Florida Department of Transportation (FDOT) have adopted a
LOS C Standard for US 1. Further, 45 miles per hour (mph) has been adopted as the LOS C v
Standard for the entire length of US 1 regardless of the posted speed limits. Under the o
adopted growth management process, if the overall LOS for US 1 falls below the LOS C U.
Standard, then no additional land development will be allowed in the Florida Keys, unless
mitigation measures are proposed to address the LOS deficiencies. w-
U)
The 2019 study results are presented in the following table:
TABLE °I >
AVERAGETRAVEL SPEEDS AND LEVELS SERVICE a
U
Beginning Ending Median Median d
Segment Name of Beginning Control Point Ending Control Point Mile Mile LOS LOS Speed Speed
Segment Marker Marker 2017 2019 2017 201904
1 Stock Island Cow Key Bridge(N) Key Haven Boulevard 4.0 5.0 B B 29.4 33.0
2 Boca Chica Key Haven Boulevard Rockland Drive 5.0 9.0 A B 59.6 55.8
3 Big Coppitt Rockland Drive Boca Chica Road 9.0 10.5 B B 46.6 46.1
4 Saddlebunch Boca Chica Road Harris Channel Bridge(N) 10.5 16.5 B C 53.3 52.0
5 Sugarloaf Harris Channel Bridge(N) Bow Channel Bridge(N) 16.5 20.5 A A 48.3 48.1
6 Cudjoe Bow Channel Bridge(N) Spanish Main Drive 20.5 23.0 A A 48.2 47.2 r
7 Summerland Spanish Main Drive East Shore Drive 23.0 25.0 B B 45.0 45.2 L
8 Ramrod East Shore Drive Torch-Ramrod Bridge(S) 25.0 27.5 B A 46.1 46.7
U.
9 Torch Torch-Ramrod Bridge(S) N.Pine Channel Bridge(N) 27.5 29.5 A A 47.7 48.1
W
10 Big Pine N.Pine Channel Bridge(N) Long Beach Drive 29.5 33.0 C B 39.4 42.4
11 Bahia Honda Long Beach Drive 7-Mile Bridge(S) 33.0 40.0 B A 53.7 54.2
12 7-Mile Bridge 7-Mile Bridge(S) 7-Mile Bridge(N) 40.0 47.0 B B 53.3 53.4 >
13 Marathon 7-Mile Bridge(N) Coco Plum Drive 47.0 54.0 A A 37.9 37.9 0
14 Grassy Coco Plum Drive Toms Harbor Ch Bridge(S) 54.0 60.5 C C 51.6 50.7
15 Duck Toms Harbor Ch Bridge(S) Long Key Bridge(S) 60.5 63.0 C C 53.3 53.3 O
16 Long Long Key Bridge(S) Channel#2 Bridge(N) 63.0 73.0 C B 50.5 52.0 I=
O
17 Lower Channel#2 Bridge(N) Lignumvitae Bridge(S) 73.0 77.5 C C 49.8 49.6 2
Matecumbe p
18(1) Tea Table; Lignumvitae Bridge(S); Tea Table Relief Bridge(N) 77.5 79.5 D D 47.6 46.9 (1)
W
190) MaUpper Tea Table Relief Bridge(N) Whale Harbor Bridge(S) 795 840 D E 39.2 36.4
cum200) Wmdley Whale Harbor Badge(S) Snake Creek Bridge(N) 84.0 86.0 C E 41.0 37.0 a)
E
210I Plantation Snake Creek Bridge(N) Ocean Boulevard 86.0 91.5 B D 40.5 35.3 v
22 Tavernier Ocean Boulevard Atlantic Boulevard 91.5 99.5 A A 47.4 46.9
23 Key Largo Atlantic Boulevard C-905 99.5 106.0 A A 44.4 44.2
24 Cross C-905 County Line Sign 106.0 112.6 B B 52.7 50.2
Overall 4.0 112.6 C D 46.0 44.6
Segments with NO Reserve Capacity
(1)-Village of Islamorada
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
_Com Page 1
�Fi= Packet Pg. 3274
K.3.b
• The overall travel speed on US 1 based on the 2019 Study is 44.6 mph;
• As compared to the 2017 study, the median speeds in 15 of the 24 segments decreased,
ranging from 0.2 mph to 5.2 mph;
• As compared to the 2017 study, the median speeds in 8 of the 24 segments increased,
ranging from 0.1 mph to 3.6 mph;
• The median speed for segment#15 (Duck Key - MM 60.5 to MM 63.0) remained the same;
• The largest difference in speed (-5.2 mph)was recorded in Segment#21 (Plantation-MM
86.0 to MM 91.5); the LOS changed from V to 'D';
The largest increase in speed (3.6 mph)was recorded in Segment#1 (Stock Island - MM
4.0 to MM 5.0). However, the LOS remained the same at 'B'.
Q
Segments with reserve speeds of less than or equal to 3 mph should be given particular
attention when approving development applications. Saddlebunch (MM 10.5 to MM 16.5), U.
Grassy and Duck Keys (MM 54 to MM 63), Lower Matecumbe Key(MM 73 to MM 77.5)and the 1d
14.5-mile segment in the upper keys (four segments) starting from Tea Table Key (MM 77.5)
to Plantation Key (MM 91.5) are within the `area of concern'; four segments have no reserve
capacity.
The following is a list of considerations for review: o
U
4)
1) The US 1 Level of Service Task Force was formulated in 1992 to develop a methodology
for US 1 that utilizes an empirical relationship between the volume-based capacities and
the speed-based Level of Service (LOS). The Task Force was a multi-agency team with
members from Monroe County, the Florida Department of Transportation, and the
Department of Economic Opportunity (formerly known as Florida Department of
Community Affairs - DCA). The methodology established by the task force includes a
procedure for using travel speed as a means of assessing the level of service and reserve
capacity for US 1. The members of the Task Force met again in 1997 to re-evaluate the
LOS methodology and made some minor changes. The signal delay for LOS C was ,
increased to 25 seconds from 15 seconds to account for changes in the Highway v
Capacity Manual (HCM). Considering that the last meeting of the Task Force was held o
more than 22 years ago, it is suggested that the members of the Task Force meet again U.
to review the LOS methodology and identify any potential changes to ensure that the
methodology is consistent with current practices and to identify opportunities for w-
improvement, if any. Since the last Task Force review, there have been updates to the
Highway Capacity Manual (HCM), which may need to be incorporated. Some specific y
items that can be reviewed, include: o
U
4)
• Review the signal delay threshold for LOS C based on the current Highway Capacity o
Manual (delay threshold increased from 25 seconds to 35 seconds) and adjust the
methodology accordingly. o
• The methodology to determine the LOS for the 24 individual roadway segments and
the overall US 1 are slightly different. Individual segment LOS is determined by W
comparing the median travel speed with the weighted posted speed limit for the
segment. For example, Segment LOS is A if the median travel speed is 1.5 mph
above the posted speed limit. Alternatively, the overall LOS for US 1 is determined
by comparing the median travel speed with pre-established speed thresholds for
different levels of service. For example, the LOS for US 1 is A if the overall travel
speed is equal to or above 51 mph, irrespective of the overall weighted posted speed
limit. In other words, the overall LOS criteria does not consider the posted speed
limit.
• According to the current methodology, delays due to drawbridge openings should
be excluded from the segment travel times, but included in the overall travel times.
Considering that delays associated with drawbridge openings are non-recurring and
impact the overall US 1 level of service, this part of the methodology should be
reviewed and adjusted accordingly.
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
�Fi
,�_COM Page 2
= Packet Pg. 3275
K.3.b
• Review the travel time schedule (i.e. departure times and staggered schedule) and
adjust as needed to reflect current traffic conditions.
2) Under the adopted growth management process, if the overall LOS for US 1 falls below
the LOS C Standard, then no additional land development will be allowed unless
mitigation measures are implemented. Roadway widening is a typical mitigation measure
(or capacity improvement) used by most agencies. However, in Monroe County, road
widening (specifically along US 1) is restricted by the adopted comprehensive plan
policies to preserve and protect the fragile ecological conditions. There are other
remedies that could be explored and evaluated to improve the traffic flow and capacity
along US 1. Some examples include:
Q
v
• Upgrade the traffic signal infrastructure and/or signal timing at signalized
U.
intersections along US 1 to enhance traffic flow.
• Evaluate the feasibility of implementing adaptive signal control systems to improve
traffic flow.
• Provide or improve transit service or other multi-modal transportation alternatives. cn
• Implement active traffic management and Transportation System Management &
Operation type improvements,which include real-time monitoring of traffic flow and
implementing measures to address traffic congestion.
• Add turn lanes at strategic locations to improve roadway capacity. °
• Implement access management improvements (consolidate driveways/access °'
points, modify median openings, etc.)to reduce interruptions to US 1 traffic.
• Provide and/or improve frontage roads to reduce the impact on US 1. Improve local
roads to minimize US 1 being used as a local street for short-trips.
• Do not allow new traffic signals along US 1,if a safe and/or less restrictive alternative
(such as indirect left-turns, a roundabout, etc.) can be provided to accommodate
traffic movements.
• Conduct speed studies on selected segments of US 1 to confirm if the current posted
speed limits are correct and modify, if necessary.
r
3) This is the first Travel Time and Delay Study conducted after Hurricane Irma made L
a
landfall in 2017 as a Category 4 storm in the Florida Keys. The hurricane restoration U.
activities and associated construction vehicles using US 1 may have impacted travel u
times. This is a natural disaster that is out of the norm and this irregularity needs to be
considered and possibly discounted or re-evaluated with an additional interim travel time
study.
a
U
a
a
a
W
E
v
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
�Fi
,�_COM Page 3
= Packet Pg. 3276
K.3.b
2. INTRODUCTION
Monroe County conducted travel time and delay studies along US 1 on an annual basis
from 1991 to 2013; and on a biennial basis since 2013. The data collection for years
1991 through 1996 was conducted by the Monroe County Planning Department, with
assistance from the Monroe County Engineering Department, and the Florida
Department of Transportation (FDOT). URS and later AECOM have collected the data
for years 1997 through 2019, on behalf of the Monroe County Planning Department with
assistance from the agencies identified above. This report contains the travel time / 2-
delay data and findings for the year 2019. o
U.
The US 1 Arterial Travel Time and Delay Study's primary objective is to monitor the level
of service on US 1 for concurrency management purposes pursuant to
Chapter 163, Florida Statutes and Section 114 of the Monroe County Land Development U)
Regulations. Although US 1 is predominantly an uninterrupted two-lane roadway, the
US 1 Level of Service Task Force felt that due to US 1's uniqueness, it warrants an
alternative LOS evaluation process to that found in the Highway Capacity Manual o
(HCM). U
The US 1 Level of Service Task Force was formulated in 1992 to develop a methodology
for US 1 that utilizes an empirical relationship between the volume-based capacities
and the speed-based level of service (LOS). The US 1 Level of Service Task Force was
a multi-agency group with members from Monroe County, the Florida Department of
Transportation, and the Department of Economic Opportunity (formerly known as
Florida Department of Community Affairs - DCA). The methodology established by the
task force is a procedure for using travel speed as a means of assessing the level of
service and reserve capacity for US 1. Each member organization of the Task Force has
endorsed the methodology. A partial copy of this methodology titled "A Methodology L
to Assess Level of Service on US 1 in the Florida Keys"- January 1993, is included in o
U.
Appendix A.
The US 1 Level of Service Task Force last met in 1997 to re-evaluate the LOS procedure.
After several meetings, the Task Force concluded that the speed-based LOS
methodology should be used to assess the LOS along US 1 in Monroe County, with a
minor change.The signal delay for LOS C was increased to 25 seconds from 15 seconds °
to account for recent changes in the HCM.
a
Pursuant to Section 114-2(a)(1)(a)of the Land Development Code (LDC), US 1 shall have o
sufficient available capacity to operate at LOS C for the overall arterial length and the
24 roadway segments of US 1, as measured by the US 1 Level of Service Task Force o
Methodology. In addition,all segments of US 1,as identified in the US 1 Level of Service
Task Force Methodology, which would be impacted by a proposed development's
access to US 1, shall have sufficient available capacity to operate at LOS C. Section
114-2(a)(1)(b) of the LDC states, development may be approved, provided that the E
development in combination with all other permitted developments will not decrease v
travel speed by more than five percent (5%) below LOS C, as measured by the US 1 cu
Level of Service Task Force Methodology. While development may be approved within
5% of LOS C, the proposed development shall be considered to have an impact that
needs mitigation. Development mitigation may be in the form of specific improvements
or proportioned shared contribution towards improvements and strategies identified by
the County, and/or FDOT to address any level of service degradation beyond LOS C
and/or other potential deficiencies.
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
�Fi
,11 COM Page 4
= Packet Pg. 3277
K.3.b
Although there has never been a countywide development restriction, Big Pine Key
experienced a localized development restriction between 1994 and 2002. Following the
2012 LOS evaluation, the Monroe County Board of County Commissioners (BOCC)
directed the planning staff to re-write the LDC to remove the segment-based
development restriction, but after further consideration between the BOCC and County
staff, it was not implemented.
Q
v
L_
a
U.
Y
cn
a
U
CD
CD
x
r
v
a
U.
Y
a
U
a
a
a
E
v
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
�Fi
,�_COM Page S
= Packet Pg. 3278
K.3.b
3. MONROE COUNTY LEVEL OF SERVICE (LOS) AND RESERVE
CAPACITY ASSESSMENT OVERVIEW
US 1 (Overseas Highway) is the only principal arterial serving residents and visitors in
the Keys. The unique geography, land use patterns and trip making characteristics of
the Florida Keys present a challenge in developing and applying a reasonable and
acceptable method to assess LOS.
Although US 1 in the Florida Keys is predominantly an uninterrupted,two-lane roadway,
its uniqueness warrants an alternative LOS evaluation process to the methodology
provided in the Highway Capacity Manual. v
L_
a
A uniform method was developed in 1992 by the US 1 Level of Service Task Force to U.
assess the level of service on US 1, and has not changed since the 1997 amendment.
The adopted method considers both the overall level of service from Key West to the
mainland, and the level of service for 24 segments (See Table 2). The methodology was U)
developed from basic criteria and principles contained in Chapter 7 (Rural Multilane
Highways), Chapter 8(Rural Two-Lane Highways)and Chapter 11 (Urban and Suburban
Arterials) of the Highway Capacity Manual. The methodology establishes a procedure
for using travel speed as a means of assessing the level of service and reserve capacity °
for US 1 in the Florida Keys.
TABLE2
US / ROADWAY SEGMENTS
SEG APPROXIMATE CONTROL POINTS KEY(S) -
NO. MILE-MARKER
K
Beginning Ending Beginning Ending
i�
1 4.0 5.0 Cow Key Bridge(N) Key Haven Boulevard Stock Island,Key Haven
2 5.0 9.0 Key Haven Boulevard Rockland Drive Boca Chica,Rockland
3 9.0 10.5 Rockland Drive Boca Chica Road Big Coppitt L
4 10.5 16.5 Boca Chica Road Harris Channel Bridge(N) Shark,Saddlebunch
U.
5 16.5 20.5 Harris Channel Bridge(N) Bow Channel Bridge(N) Lower Sugarloaf, Upper Sugarloaf
6 20.5 23.0 Bow Channel Bridge(N) Spanish Main Drive Cudjoe
7 23.0 25.0 Spanish Main Drive East Shore Drive Summerland ®y
8 25.0 27.5 East Shore Drive Torch-Ramrod Bridge(S) Ramrod
d
9 27.5 29.5 Torch-Ramrod Bridge(S) N. Pine Channel Bridge(N) Torch >
10 29.5 33.0 N. Pine Channel Bridge(N) Long Beach Drive Big Pine O
U
11 33.0 40.0 Long Beach Drive 7-Mile Bridge(S) W.Summerland,Bahia Honda,Ohio
12 40.0 47.0 7-Mile Bridge(S) 7-Mile Bridge(N) 7-Mile Bridge O
13 47.0 54.0 7-Mile Bridge(N) Cocoa Plum Drive Marathon, Key Colony Beach
14 54.0 60.5 Cocoa Plum Drive Toms Harbor Ch Bridge(S) Fat Deer Crawl,Grassy O
'w
15 60.5 63.0 Toms Harbor Ch Bridge(S) Long Key Bridge(S) Duck,Conch
16 63.0 73.0 Long Key Bridge(S) Channel#2 Bridge(N) Long,Fiesta,Craig 0
17 73.0 77.5 Channel#2 Bridge(N) Lignum Vitae Bridge(S) Lower Matecumbe
18 77.5 79.5 Lignum Vitae Bridge(S) Tea Table Relief Bridge(N) Fill
19 79.5 84.0 Tea Table Relief Bridge(N) Whale Harbor Bridge(S) Upper Matecumbe
20 84.0 86.0 Whale Harbor Bridge(S) Snake Creek Bridge(N) Windley
21 86.0 91.5 Snake Creek Bridge(N) Ocean Boulevard Plantation
22 91.5 99.5 Ocean Boulevard Atlantic Boulevard Key Largo
23 99.5 106.0 Atlantic Boulevard C-905 Key Largo
24 106.0 112.5 C-905 County Line Sign Key Largo,Cross Key
NOTE:(N)and(S)refer to the north and south side of the bridges respectively
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
�Fi
,�_COM Page 6
= Packet Pg. 3279
K.3.b
The travel speeds for the entire 108-mile stretch of US 1 and the 24 individual segments
are established by conducting travel time runs during the peak season. The peak
season, for the purpose of this study, has been established by the Task Force as the
six-week window beginning the second week of February and ending the fourth week
of March.
Overall speeds are those speeds recorded over the 108-mile length of the Keys between
Key West and the Monroe/Miami-Dade County Line. Overall speeds reflect the traffic
conditions experienced by motorists making long distance trips or traffic traveling the
entire length of the Keys. Given that US 1 is the only principal arterial in an
unincorporated Monroe County, the movement of long distance traffic is an important
consideration. v
a
U.
Both Monroe County and the FDOT have adopted a LOS C Standard for US 1.
Regardless of the posted speed limit, 45 mph has been adopted as the LOS C Standard
for the entire length of US 1. Under the adopted growth management process, if the
overall LOS for US 1 falls below the LOS C Standard, then no additional land U)
development will be allowed in the Florida Keys unless mitigation measures are
implemented.
Segment speeds are the speeds recorded within the individual segments of US 1. The U
segments were defined by the Task Force to reflect roadway cross-sections, speed
limits, and geographical boundaries. Segment speeds reflect the conditions CD
experienced during local trips. Given that US 1 serves as the principal arterial in the CD
Keys, the movement of local traffic is also an important consideration.
LOS is determined for individual segments by comparing the average posted speed
limits with the median travel speeds. The difference between the segment travel speed
and the LOS C Standard is called reserve speed. The reserve speed is converted to an
estimated reserve capacity of additional traffic volume. If the travel speed falls below
the LOS C Standard,additional trips equivalent to 5% of LOS C capacity can be allowed, L
to accommodate a limited amount of development to continue until traffic speeds are o
U.
measured again the following year or until remedial actions are implemented. While
development may be approved within 5% of LOS C, the proposed development shall be
considered to have an impact that needs mitigation.
a
U
a
a
a
E
v
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
�Fi
,11 COM Page 7
= Packet Pg. 3280
K.3.b
4. DATA COLLECTION
The travel time and delay data were collected by AECOM staff. A summary of the data
collection methodology and the data collected is presented in Appendices A and B,
respectively.
The data were recorded by date, day of the week,time of the day,and direction of travel.
The field data collection took place between March 3, 2019 and March 16, 2019. The
results are included in Appendix B. Fourteen (14) round trips were made to complete
the 28 travel time runs. These runs represent a sample of two runs for each day of the
week. The seven-day, 24-hour traffic data were collected in Islamorada, Marathon, and 2-
Big Pine Key from March 5, 2019 to March 11, 2019, concurrently with the travel time U.
runs. The volume data is provided in Appendix C.
The field studies employed a staggered schedule of departure times previously
approved by the Task Force so as to capture peak hour conditions in as many different
locations as possible during the approximately 2.5-hour one-way trip between Key West
and the mainland. The staggered schedule of departure time also helps to capture the >
varied trip purposes and time frames within the Keys. o
U
N
x
LU
v
a
U.
Y
a
U
a
a
a
E
v
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
�Fi
,�_COM Page 8
= Packet Pg. 3281
K.3.b
5. FIELD OBSERVATIONS
Traffic Signals
There are 16 traffic signals, two flashing signals, five emergency signals, one
Pedestrian Hybrid Beacon (PHB) and two pedestrian signals along the study corridor:
LOCATION APPROX. MILE MARKER SEGMENT
College Road 4.4 1
Cross Street 4.6 1
McDonald Avenue 4.8 1
31d Street (Flashing Signal) 4.9 1 2-
Emerald Drive (Emergency Signal) 10.5 3 U.
°
Sugarloaf Boulevard (Flashing Signal) 10.5 5
Crane Boulevard 19.5 5
Key Deer Boulevard 30.3 10
33rd Street 48.5 13
Sombrero Beach Road 50.0 13
89t" Street (Emergency Signal) 51.7 13 >
107t" Street 52.4 13 0
109t" Street 52.5 13
Pedestrian Crossing - 120t" Street 53.0 13
Sadowski Causeway 53.5 13
Coco Plum Drive 54.0 13/14
Layton Drive (Emergency Signal) 68.4 16
Snake Creek Bridge (Drawbridge Signal) 85.7 20
Woods Avenue 90.0 21
Sunshine Road 90.5 21
Ocean Boulevard 91.5 21/22
Jo-Jean Way (Emergency Signal) 92.0 22
Fishermans Trail (Emergency Signal) 99.2 22 L
Atlantic Boulevard 99.5 22/23 U.
Pedestrian Crossing (PHB)- Buttonwood Drive 99.8 23
Tarpon Basin Drive 101.0 23
Pedestrian Crossing - Bowen Drive 105.0 23
As it was done in the past, only a partial impact of the signal was considered for the
pedestrian signals at MM 53, MM 99.8, and MM 105. The signal delays for the segments U
with traffic signals at the end or beginning, such as Coco Plum Drive, Ocean Boulevard
and Atlantic Boulevard intersections, are shared between the two adjacent segments. °
a
The three closely-spaced traffic signals in Stock Island (Segment 1) were observed to
experience fewer delay events (19 in 2019 vs. 45 in 2017), but an increase in total delay
time (26 minutes and 49 seconds vs. 22 minutes and 31 seconds) compared to 2017.
The six traffic signals in Marathon (Segment 13) were observed to experience fewer
events, but more delay compared to 2017. The number of delay events decreased to 42
this year vs. 57 in 2017. The total delay time caused by these signals was 22 minutes
and 59 seconds this year vs. 22 minutes and 6 seconds in 2017.
The traffic signal at the Crane Boulevard intersection (Segment 5) experienced 5 delay
events this year compared to 3 in 2017, with a total delay time of 1 minute and 51
seconds in 2019 vs. 49 seconds in 2017. Three of the delay events recorded at this
signal occurred in the southbound direction and two occurred in the northbound
direction. In 2017, the two events occurred in the northbound direction and one in the
southbound direction.
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
�Fi
,11 COM Page 9
= Packet Pg. 3282
K.3.b
Segment 1 and Segment 13 are defined as interrupted segments, meaning that
interruptions such as signalized intersections are expected. The changes in delay due
to these signals may not significantly influence the individual segment operating
conditions because they are designated as having interrupted flow conditions.
However, any changes in delay in these two segments will affect on the overall travel
speeds.
Traffic Counts
Mechanical traffic counters and hoses were installed on March 5, 2019 along US 1 at
the following locations:
Q
v
L-
• Big Pine Key, on the south side of the North Pine Channel Bridge (MM 29); °
U.
• Marathon, in front of McDonalds (MM 50);
• Upper Matecumbe, on the south side of the Whale Harbor Bridge (MM 84). U)
The traffic volumes during the 2019 study period were found to be higher than the 2017
traffic volumes in Big Pine, Marathon and Upper Matecumbe (see Table 3 on page 11). o
Additional traffic data was collected to identify localized differences in traffic volumes U
in Big Pine Key.
CD
CD
x
LU
v
a
U.
Y
a
U
a
a
a
E
v
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
�Fi
,�COM Page 10
= Packet Pg. 3283
K.3.b
6. RESULTS AND DISCUSSIONS
Traffic Volumes
US 1 is predominately a four-lane facility in Marathon and a two-lane facility in Upper
Matecumbe and Big Pine Key. Seven-day continuous traffic counts recorded between
March 5 and March 11, 2019 at these three locations along US 1 yielded the following
average daily traffic(ADT)and annual average daily traffic(AADT)volumes. The volume
data for the 5-day and 7-day is the average of the raw volumes collected. The 7-day
average volumes have been adjusted using the 2017 seasonal and axle factors to
estimate the 2019 AADTs. Traffic data summaries are included in Appendix C.
v
Location 5-Day ADT 7-Day ADT AADT U.
°
Big Pine Key (MM 29) 22,408 21,722 20,438
Marathon (MM 50) 43,041 42,530 40,016
Upper Matecumbe (MM 84) 25,856 25,837 24,310
cn
The AADT has increased in Big Pine Key, Marathon and Upper Matecumbe. A detailed
historical comparison of the US 1 traffic counts for the period from 1995 to 2019 is >
presented in Appendix D.A comparison of the most recent seven year data is presented o
in Table 3 and represented graphically in Figure 1.
US 1 historical traffic growth is depicted in a regression analysis graph in Figure 2. A
linear regression analysis of the AADT at each of the three locations over the last
twenty-four years indicates that statistically there is a slight increase in overall traffic
growth at the Marathon and Upper Matecumbe count locations, and an overall
decreasing trend in traffic volumes for Big Pine Key (but the last nine-year data shows
an increasing trend).
Overall See s
v
For the purpose of this study, overall speeds are those speeds recorded over the U.
°
108-mile length of US 1 in the Keys between Key West and the Monroe/Miami-Dade
County Line. Overall speeds reflect the conditions experienced by motorists during
long distance trips. Given that US 1 is the only principal arterial in Monroe County, the
movement of through traffic is an important consideration. >
The Level of Service (LOS) criteria for overall speeds on US 1 in Monroe County, as U
adopted by the Task Force, is as follows:
a
LOS A 51.0 mph or above o
LOS B 50.9 mph to 48 mph
LOS C 47.9 mph to 45 mph 6
LOS D 44.9 mph to 42 mph
LOS E 41.9 mph to 36 mph
LOS F below 36 mph
E
Both Monroe County and the FDOT have adopted a LOS C standard for US 1.
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
,�Com Page 11
�Fi= Packet Pg. 3284
(aojo=i mseim auanuooa ) 4!q!4 44!M- aoao ){sel OUBAUOOON o4 uoi4niosa :4uqwLj3e44V
00
M' O M '
o (6 N V�l V�l N m m O LO n.
UN O O O 06 06 l0
o c a
N
O N OmO �. O (O � M O .L"
7 V I� V O (m O cc cc m
O _ CD m
U N N N d' V d' N N N
C 0 C 0 I I o o
o M O m dt 00 CD0� N CD co
4 N L6 N O
U
0
N
415 I- N O O 00 (O m
7 O LQ O co N (C N O
O
U N N O m m M N N N
o co N OOO M
M c
L 06 O N m O m
U
0
N m (O O V d' m O N
m N d' I- CD cc O m oc d' N O OO O
O
U N N N co co M N N N
oC: m O co d' O co m
0
N
Z3 O O00m � m 00 N
CD CD U N N M M N N N N
� o
0 0 0 0 0 0 0 0
I0 m O ID I) m V
o (6 OO (s7 00 OO � CDm� O I- O
UN N (O (O L6 O O
U N_
U.
U O
N m O m m 0o m O
O O O OiN LQ O O
U N CD N ao M M N N Ncn
N
o 0 0
0 0 0 0 0 0
o (6 00 N 00 (n O m O O
co I- 00 (O N (O
U O O O O O I- 0o I- a
o ti
N Uj
(0 O (O m N (O O) I�
7 V O co(C m O � M Om O
O _ _
U N N M m N N N N q
0 0 0 0 0 0 0 0 o y
o (6 co m I- V N 0 (0
O m O
U N N (O (6 L6 N L6
O y
O �
N
(s7 N m co I- 0o V (O
Z3 co
U N N m N N N O
y
C E2 0E2 0 E2 0E2 0 i = 0
t LO Q I- Q LO Q � Q d LO Q r-- Q
M O
N
(aojo=i mseim auanuooa ) 4!q!4 44!M- aoao ){sel OUBAUOOON o4 uoi4niosa :4uaua o 44 (0
00
M M
CL
y u ;
o a
0
N L
Z 4 c
0
U)
Lf
a
0 ox,
o
ID
U_ o
c L
r.fffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff}r. � m
,
O
4
'^ C
V, d
CD
r
cn
k o �a
a
CD
4��Puufkk!&fffkk!&fffkk!&fffkk!&fffkkk&fffkkk&fffkkk&ffffkk}}fk}}fk}}fk}}fk}}fk}}fk}}fk}}fk}}uuuuty�R',�R',�'h y
q
mIll"Ill"Ill
CCCCCC�C1111111111), �
�����S5����h
O O O O O O O O O O
O O O O O O O O O
O 00 CD 0LO 0 CD 0LO 0 CD 0LO 0 CD
LO LO
.a. .Nt Cl) th N N
y
la` v-ownlon 3111ea-L
a
a
0
N
(aojo=i Ise-L m8U9AUO38N OZOZ) 4!q!4x3 44!M 9OJO=j )ISBJ_ OUBAUOOON o4 uoi4njoseN :4uqwLj3e44V
o 00
C4
CF) ti
zt CL
C)
04 VX
00
C) IL
04
0:
CL C)
04
0:
cu: C)
04
a
II LO
C)
04
u
C)
fa 04
co
04C)
04
C)
04
C)
04
C)
C)
O
4-1
C)
C)
2N
tl 04
�_ 00
C)
it N
CD CU
C14
C)
C)
04
Mn LO
C) co
C)
04
co
0 C)
C)
04
0 M C)
cu 04 2
O> C)
0 1, 9
C)
C)
04 ti
0
w UI)
00
CU 8 oil
c
00 o
0 II
t
LO
C) C) C) C) C) C) C) C) C) CD CD CD CD
CD CD C) C) C) C) C) C) C) C) C) C) C)
C� Ct Ct Ct Ct Ct Ct Ct C� C� C� C� C�
C) 00 (.0 71- 04 C) 00 (.0 71- CI4 C) 00 (D
(Y) (Y) (Y) (Y) (Y) 04 04 04 04 04 —
(ABP/49A)JGVV
K.3.b
The median overall speed during the 2019 study was 44.6 mph, which is 1.4 mph lower
than the 2017 median speed of 46.0 mph. The median speed corresponds to LOS D
conditions. The highest overall speed recorded in the study was 50.5 mph (1.1 mph
higher than the 2017 highest overall speed of 49.4 mph), which occurred on Monday,
March 11, 2019 between 3:45 p.m. and 6:08 p.m., in the southbound direction. The
lowest overall speed recorded was 37.8 mph (3.0 mph higher than the 2017 lowest
overall speed of 34.8 mph),which occurred on Wednesday, March 6, 2019 between 1:30
p.m. and 4:39 p.m. in the northbound direction. The 2019 travel speed data is
summarized in Appendix E. See Appendix F for comparisons of speed data from the
2019 study to previous year's data.
Segment Speeds v
a
U.
Segment speeds are the speeds recorded within individual segments of US 1. The
segments were defined by the Task Force to reflect roadway cross-sections, speed
limits, and geographical boundaries. Segment speeds reflect the conditions
experienced during local trips. Given that US 1 serves as the main arterial in the Keys, U)
the movement of local traffic along US 1 is also an important consideration on this multi-
purpose roadway.
The level of service criteria for segment speeds on US 1 in Monroe County depends on U
the flow characteristics and the posted speed limits within the given segment. The
criteria, listed by type of flow characteristic, are explained in Appendix A, and CD
summarized below. CD
Interrupted Flow
LOS A >_ 35 mph
LOS B >_28 mph
LOS C >_22 mph
LOS D >_ 17mph
r
LOS E >_ 13mph L
LOSF < 13mph °
U.
Uninterrupted Flow
LOS A 1.5 mph above the speed limit
LOS B 1.5 mph below the speed limit
LOS C 4.5 mph below the speed limit '
LOS D 7.5 mph below the speed limit °
LOS E 13.5 mph below the speed limit
LOS F more than 13.5 mph below the speed limit o
r_
For all "uninterrupted" segments containing isolated traffic signals, the travel times
were reduced by 25 seconds per signalized intersection and 3 seconds per pedestrian o
signal to account for lost time due to signals. The Marathon and the Stock Island
segments are considered "interrupted" flow facilities. Therefore, no adjustments (to
account for delay at signals) were made to travel times in these segments.
E
The segment limits, median travel speeds, and Level of Service (for 2017 and 2019) for v
each segment are presented in Figure 3. The median segment speed ranged from 55.8
mph in the Boca Chica segment to 33.0 mph in the Stock Island segment. The following
is a summary of LOS changes, as compared to 2017:
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
AECO Page 15
Packet Pg. 3288
(9o.0oj msej-m auaAuooajj OZOZ) }Eq!gxa ql!M-93.0oj)jSej-OUOAu03911 o}uopnjosall:}u9wgo2}jd
�g co
co CO
r s' a i
t
t
t
q n
t N
t
F
t
�7�7 „ J
^s
rA
,
'` •f �id y G
GO lJ t
J v bh � a
�., u. ', .J�c0 ✓� N N �Y
�C V
CC1 •y
J 1. II th J-Y
t
i
�1I
i!
qcl � Q � c`! N � a N i m O �i 4 � o� c 4 N aI N ry° IQ
� I
w ° ¢ m 0
a
Jm ¢ m m ¢ ¢ m m ¢ O m m ¢ O O O I O
4 4 v} h "1 Q 4 vI vI 4 0 4 Q 'n 4 Q �1 4 Q vI y 4 iq iq 7
ti m
`g v �n Oi O N N N N N M i iYi b cMo Oi
m 2 Q Q
t�
a
a 3 FzL
Ak
7' x ppI�
t
$31 I3S $34Its $31VOS
K.3.b
LOS A LOS B LOS C LOS D LOS E
(+) Ramrod (8) (-) Boca Chica(2) (-)Saddlebunch (4) (-) Plantation (21) (-) U. Matecumbe(19)
(+) Bahia Honda(11) (+) Long (16) (-)Windley(20)
(+) Big Pine(10)
There are LOS changes in 9 segments—the LOS for 4 segments has improved, and the
LOS for the remaining 5 segments has degraded.
• Ramrod segment (8) changed from LOS `B' to LOS `A'
• Bahia Honda segment (11) changed from LOS `B' to LOS `A'
• Boca Chica segment (2) changed from LOS `A' to LOS `B' 2-
• Long segment (16) changed from LOS `C' to LOS `B' °
U.
• Big Pine segment (10) changed from LOS `C' to LOS `B'
• Saddlebunch segment(4) changed from LOS `B' to LOS `C'
• Plantation segment (21) changed from LOS `B' to LOS `D'-Village of Islamorada
• Upper Matecumbe segment (19) changed from LOS `D' to LOS `E' -Village of Islamorada
• Windley segment(20) changed from LOS `C' to LOS `E' -Village of Islamorada
Compared to 2017, the median segment speeds decreased in 15 of the 24 segments,
ranging between -0.2 mph and -5.2 mph. Eight segments experienced an increase in as
median speeds, ranging from +0.1 mph to +3.6 mph. Segment# 15 (Duck — MM 60.5 to
MM 63.0) was the only segment where the median speed remained the same.
N
The largest increase in speed (+3.6 mph) was recorded in Segment # 1 (Stock Island —
MM 4.0 to MM 5.0); however, the LOS remained the same at `B'. The largest reduction in
speed (-5.2 mph) was recorded in Segment # 21 (Plantation — MM 86.0 to MM 91.5),
resulting LOS change from `B' to `D'.
Detailed summary tables of these measured travel speeds by day, segment, and
fourteen-day average are contained in Appendix E. L
a
U.
ela
A delay event starts whenever the speed of the test vehicle falls below 5 mph. The delay
event continues until the test vehicle's speed increases to 15 mph. During the study, >
the observers encountered a total of 259 separate delay events. Seventeen (17)of these o
delay events, resulting in 58 minutes and 3 seconds, were excluded from the overall
and the segment travel time calculations. The excluded delays were caused by non-
0
recurring events, such as accidents and roadside construction.
a
A detailed listing of the specific sources of delay is included in Appendix H of this
report. A summary of the delay data (as compared to 2017 data), is provided in
Table 4. The mean delay per trip is the total delay recorded for a given delay event
divided by the study's 28 one-way trips. The mean delay per trip is found to be 11
minutes and 28 seconds. a
E
v
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
ILCom Page 17
Packet Pg. 3290
K.3.b
TABLE
DELAY DATA SUMMARY AND COMPARISON
Delay Number of Total Excluded Mean Delay Mean Delay
Source Events Delay Time Per Event Per Trip
2019 (2017) 2019 (2017) 2019 (2017) 2019 (2017) 2019 (2017)
Traffic Signals 157 213 01:51:49 02:10:29 00:00:00 00:00:00 00:43 00:36 4:00 4:30
Drawbridges 2 0 00:06:54 00:00:00 00:00:00 00:00:00 03:27 0:00 0:15 0:00
Congestion 78 64 02:22:59 03:16:44 00:00:00 00:00:00 1:50 3:04 5:06 7:02
Left Turns 4 18 00:01:29 00:04:44 00:00:00 00:00:00 0:22 0:16 0:03 0:10 Q
L_
Right Turns 1 3 00:00:23 00:00:35 00:00:00 00:00:00 0:23 0:12 0:01 0:01 p
U.
School Bus 3 12 00:01:25 00:05:09 00:01:25 00:05:09 0:28 0:26 0:03 0:11
W
Construction 1 0 00:09:55 00:00:00 00:09:55 00:00:00 9:55 0:00 0:21 0:00
Accidents 7 1 00:38:47 00:02:56 00:38:47 00:02:56 5:32 2:56 1:23 0:06
Emergency 0 9 00:00:00 00:08:24 00:00:00 00:08:24 0:00 0:56 0:00 0:18 as
Vehicles
Special Event 6 11 00:07:21 00:33:51 00:07:21 00:33:51 1:14 3:05 0:16 1:13
Total 259 331 05:21:02 06.22:52 00:58:03 00:50:20 01:14 18:34 11:28 13,36 d
Signal Delays
N
The largest single recurring delay was caused by traffic signals. During the 2019 study,
157 observable signal delay events were noted in the vicinity of the signalized
intersections. Traffic signals resulted in a total delay of 1 hour 51 minutes and 49LU
seconds, which accounts for 35% of the total delay.
The mean delay per event for signals in Segments# 1, 10, 13, 22 and 23 was higher than
the LOS C threshold value of 25 seconds (discounted as per the methodology). L
a
U.
The average signal delay per trip was also higher (47 seconds) than the 25 second
threshold. The signal at Atlantic Boulevard in Tavernier(Segment#22)caused the most
delay, 21 minutes and 59 seconds, (from a total of 14 delay events), which accounted
for 20% of the total signal delay. The mean delay per event at the Atlantic Boulevard >
signal (1 minute and 34 seconds) was higher than the 25 second threshold. The signal o
in Marathon (Segment # 13) at Sombrero Beach Road experienced the highest number U
of signal delay events (18), resulting in 13 minutes and 17 seconds delay (12% of the
total signal delays). The signal at Key Deer Boulevard in the Big Pine segment(Segment °
# 10) was the most significant in 2017 with 14 signal delay events, resulting in 20 0
minutes and 14 seconds (16% of the total signal delay).
a
Accident Delay
The accident-related delays, although non-recurring, were observed to be the third
highest delay event category during the 2019 study. A total of seven accident delay
events were recorded during the 2019 study,accounting for 38 minutes and 47 seconds
cu
delay. The accident delay accounted for 12% of the total delays. The accident delays
were excluded from the overall and segment travel times.
Turning Vehicles Del2y
There were four left-turn and one right-turn delay events during the 2019 study. Left-
turn delays accounted for 1 minute and 29 seconds, with a mean delay of 22 seconds.
Similarly, right-turn delays accounted for 23 seconds with a mean delay of
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
AECO Page 18
Packet Pg. 3291
K.3.b
23 seconds. In accordance with the Floating Car Method and Passing Score procedure,
the test car did not pass on the right side of a left turning vehicle within two-lane
segments during this year's study.
Draw ri qe Delay
The bridge across the Snake Creek was the only drawbridge observed along the entire
length of the study segment. There were two drawbridge events during the 2019 study,
as compared to zero drawbridge related events during the 2017 travel time study.
Drawbridge delays accounted for 6 minutes and 54 seconds, with an average delay of
3 minutes and 27 seconds.
Q
v
Congestion DeLay o
U.
Congestion related delay represents the largest recurring delay observed during the
2019 study. There were 78 congestion related delay events, resulting in 2 hours 22
minutes and 59 seconds delay. It is possible that some of this delay was caused by U)
drawbridge openings, stop and go conditions in the vicinity of signalized
intersections, and vehicles turning from through lane. Specific sources of congestion
were not always visible to the observers in the test vehicle, especially if the test o
vehicle was in a long queue; or the delay event has ended (such as red signal U
indication may have changed to green or the open drawbridge may have been
lowered) by the time the test vehicle approached the event location.
N
Construction DgLaj
x
Construction delays accounted for 9 minutes and 55 seconds during the 2019 study. LU
There were no construction delays during the 2017 study. The construction delays were
excluded from the overall and segment travel times.
v
Speed Li it
U.
The posted speed limits affect both the segment and the overall LOS. For instance, a
lower speed limit could benefit a segment's LOS by reducing the difference between
the travel speed and the posted speed limit. The reduction in the speed limit, however,
negatively impacts the overall LOS because motorists are expected to travel at reduced
speeds to comply with the speed limits, whereas the overall LOS C threshold is set at °
45 mph regardless of the speed limit changes. For these reasons,the posted speed limit °'
is an important component in this study.
r_
A large part of the traffic in Monroe County consists of tourists, who generally tend to
have a leisurely driving style. The traffic also tends to include a large number of o
recreational vehicles. Combined with some slow moving heavy vehicles, the travel
speeds tend to go below the speed limits when there are no opportunities for faster
moving vehicles to pass.Such impacts are evident in 16 of the 24 segments that operate
at median travel speeds below the weighted average posted speed limits as presented E
in Appendix G. This is similar to the 2017 data, which had 15 segments operating at v
median travel speeds below the speed limit.
Reserve Capacities
The difference between the median speed and the LOS C Standard speed gives the
reserve speed, which in turn can be converted to an estimated reserve capacity. The
median overall speed of 44.6 mph compared to the LOS C standard of 45 mph leaves a
negative overall reserve speed of -0.4 mph. This reserve speed is converted into an
estimated number of reserve trips using the formula below:
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
AECO Page 19
Packet Pg. 3292
K.3.b
Reserve Volume = Reserve Speed x k x Overall Length
Trip Length
Reserve Volume = Reserve speed x 1656 daily trips/mph x 112 miles
10 miles
Applying the formula for reserve volume to each of the 24 segments of US 1 individually
gives maximum reserve volumes for all segments totaling 89,398 trips. These individual
reserve volumes may be unobtainable, due to the constraint imposed by the overall
reserve volume.
Q
v
County regulations and FDOT policy allow segments that fail to meet the LOS C
U.
standards to receive an allocation not to exceed five percent below the LOS C standard.
The so-called five percent allocations were calculated for such segments as follows:
5% Allocation = (median speed -95% of LOS C) x 1656 x Length U)
Trip Length
The following four segments were identified to be functioning below the LOS C
threshold: Segment #18 (Tea Table), Segment #19 (Upper Matecumbe), Segment #20 U
(Windley) and Segment #21 (Plantation). These four segments have depleted their
reserve capacities. All of these segments are in the Village of Islamorada. CD
CD
A summary table displaying level of service and reserve capacity values for each
segment is contained in Appendix G.
x
r
v
a
U.
Y
a
U
a
a
a
E
v
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
AECO Page 20
Packet Pg. 3293
K.3.b
7. SUMMARY
Following is a summary of the 2019 Travel Time and Delay Study results:
a) The traffic volumes have increased by approximately 5% as compared to 2017.
b) The overall travel speed on US 1 based on the 2019 study is 44.6 mph, which is 1.4 mph
lower than the 2017 overall travel speed.
c) As compared to the 2017 data, the median travel speeds in 15 of the 24 segments have
decreased. They are:
v
- Boca Chica (-3.8 mph) - Grassy (-0.9 mph) O
U.
- Sugarloaf(-0.2 mph) - L Matecumbe (-0.2 mph) -village of isiamorada e
..............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
- Cudjoe (-1.0 mph) - Tea Table (-0.7 mph) -village of isiamorada
- Big Coppitt (-0.5 mph) - U Matecumbe (-2.8 mph) -village of isiamorada
.............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
- Tavernier (-0.5 mph) -Windley (4.0 mph)-village of isiamorada
KeyLargo -0.2 mph) - Plantation -5.2 mph)-Villa a of Islamorada
as
g ( p ) ( g
- Cross (-2.5 mph) >
r_
a
U
Median travel speeds in 8 segments have increased. They are:
04
- Stock Island (+3.6 mph) - Big Pine (+3.0 mph) ®.
+ _ +
- Summerland 0.2 mph) � Torch 0.4 mph)
-
- Ramrod +0.6 mph) - Bahia Honda +0.5 mph)
........ ( p ) ........................................................................................................ ( I� ) ...........................
Longmph) 7-Mile Bridge mph)).....-.... ..........................................:............................................................. .....................................................
The median segment speed for Segments#13 (Marathon)and #15 (Duck), remained the
same as 2017 speed. v
U
a
U.
d) As compared to the 2017 study, there are LOS changes in 9 of the 24 segments - the
LOS for 4 segments has improved, and the LOS for the remaining 5 segments has
degraded.
e) Segment#20 (Windley-MM 84.0-MM 86.0) LOS changed from LOS `C' to `E'. Segment o
# 21 (Plantation - MM 86.0 - MM 91.5) LOS changed from LOS `B' to V. The LOS for U
Segment# 18 (Tea Table-MM 77.5-MM 79.5) remained at LOS `D'. Segment#19 (Upper
Matecumbe - MM 79.5 - MM 84.0) LOS changed from LOS `D' to `E'. Thus, these 4 °
segments have no reserve capacity and should be given special attention. .2 o
f) There were a total of 259 delay events, 17 of which were excluded due to their non- 0
recurring nature. Stop and go conditions at traffic signals were observed to be the
largest recurring delay-causing events this year. The traffic signals caused 157 delay
events, resulting in 1 hour 51 minutes and 49 seconds delay. The signals caused an
average of 4 minute delay per trip, which is 30 seconds less as compared to 2017 data.
v
g) There were two drawbridge delay events during the 2019 study, as compared to no
drawbridge related delay events in 2017. Drawbridge delays accounted for 6 minutes and
54 seconds, with an average delay of 3 minutes and 27 seconds.
h) There was one construction delay event in 2019 (accounted for 9 minutes and 55
seconds), as compared to no construction delay events in 2017.
i) There were 78 congestion related delay events in 2019, resulting in 2 hours 22 minutes
and 59 seconds of delay, as compared to 3 hours 16 minutes and 44 seconds in 2017.
2019-U.S. I Arterial Travel Time and Delay Study Monroe County
AECO Page 21
Packet Pg. 3294
K.3.b
The congestion delay events contributed to 5 minutes and 6 seconds of delay per trip
on an average, which is lower when compared to the 2017 average congestion delay per
trip of 7 minutes and 2 seconds.
j) Segments with reserve speeds of less than or equal to 3 mph should be given particular
attention when approving development applications. Based on the 2019 study, there are
eight segments in this category (one segment more than the 2017 study).
- Saddlebunch (MM 10.5- MM 16.5) - Tea Table (MM 77.5- MM 79.5)
- Duck (MM 60.5- MM 63.0) - U. Matecumbe (MM 79.5- MM 84.0)
- Grassy (MM 54.0- MM 60.5) -Windley (84.0-86.0)
..................................................................................................................................................................................................................................................................................................................................................................................................................................................
- L. Matecumbe (MM 73.0- MM 77.5) - Plantation (86.0-91.5)
.........................................................................................................................................................................................................:.........................................................................................................................................................................................................................................
Y
Ch
The following is a list of considerations for review: U)
1) The US 1 Level of Service Task Force was formulated in 1992 to develop a methodology >
for US 1 that utilizes an empirical relationship between the volume-based capacities and o
the speed-based Level of Service (LOS). The Task Force was a multi-agency team with U
members from Monroe County, the Florida Department of Transportation, and the
Department of Economic Opportunity (formerly known as Florida Department of
Community Affairs - DCA). The methodology established by the task force includes a
procedure for using travel speed as a means of assessing the level of service and reserve
capacity for US 1. The members of the Task Force met again in 1997 to re-evaluate the
LOS methodology and made some minor changes. The signal delay for LOS C was
x
increased to 25 seconds from 15 seconds to account for changes in the Highway
Capacity Manual (HCM). Considering that the last meeting of the Task Force was held
more than 22 years ago, it is suggested that the members of the Task Force meet again
r
to review the LOS methodology and identify any potential changes to ensure that the
methodology is consistent with current practices and to identify opportunities for
improvement, if any. Since the last Task Force review, there have been updates to the U.
Highway Capacity Manual (HCM), which may need to be incorporated. Some specific W
items that can be reviewed, include:
• Review the signal delay threshold for LOS C based on the current Highway Capacity y
Manual (delay threshold increased from 25 seconds to 35 seconds) and adjust the o
methodology accordingly. 4)
• The methodology to determine the LOS for the 24 individual roadway segments and
the overall US 1 are slightly different. Individual segment LOS is determined by °
comparing the median travel speed with the weighted posted speed limit for the o
segment. For example, Segment LOS is A if the median travel speed is 1.5 mph
above the posted speed limit. Alternatively, the overall LOS for US 1 is determined 0
by comparing the median travel speed with pre-established speed thresholds for
different levels of service. For example, the LOS for US 1 is A if the overall travel
speed is equal to or above 51 mph, irrespective of the overall weighted posted speed
limit. In other words, the overall LOS criteria does not consider the posted speed E
limit.
v
• According to the current methodology, delays due to drawbridge openings should
be excluded from the segment travel times, but included in the overall travel times.
Considering that delays associated with drawbridge openings are non-recurring and
impact the overall US 1 level of service, this part of the methodology should be
reviewed and adjusted accordingly.
• Review the travel time schedule (i.e. departure times and staggered schedule) and
adjust as needed to reflect current traffic conditions.
2019—U.S. I Arterial Travel Time and Delay Study Monroe County
AECO Page 22
Packet Pg. 3295
K.3.b
2) Under the adopted growth management process, if the overall LOS for US 1 falls below
the LOS C Standard, then no additional land development will be allowed unless
mitigation measures are implemented. Roadway widening is a typical mitigation measure
(or capacity improvement) used by most agencies. However, in Monroe County, road
widening (specifically along US 1) is restricted by the adopted comprehensive plan
policies to preserve and protect the fragile ecological conditions. There are other
remedies that could be explored and evaluated to improve the traffic flow and capacity
along US 1. Some examples include:
• Upgrade the traffic signal infrastructure and/or signal timing at signalized
intersections along US 1 to enhance traffic flow.
• Evaluate the feasibility of implementing adaptive signal control systems to improve v
traffic flow. o
• Provide or improve transit service or other multi-modal transportation alternatives. U.
Y
• Implement active traffic management and Transportation System Management &
Operation type improvements,which include real-time monitoring of traffic flow and �-
implementing measures to address traffic congestion. t j
• Add turn lanes at strategic locations to improve roadway capacity.
• Implement access management improvements (consolidate driveways/access
points, modify median openings, etc.)to reduce interruptions to US 1 traffic.
• Provide and/or improve frontage roads to reduce the impact on US 1. Improve local °
roads to minimize US 1 being used as a local street for short-trips.
• Do not allow new traffic signals along US 1,if a safe and/or less restrictive alternative
(such as indirect left-turns, a roundabout, etc.) can be provided to accommodate
traffic movements.
• Conduct speed studies on selected segments of US 1 to confirm if the current posted
speed limits are correct and modify, if necessary.
x
3) This is the first Travel Time and Delay Study conducted after Hurricane Irma made
landfall in 2017 as a Category 4 storm in the Florida Keys. The hurricane restoration
activities and associated construction vehicles using US 1 may have impacted travel
times. This is a natural disaster that is out of the norm and this irregularity needs to be U
considered and possibly discounted or re-evaluated with an additional interim travel time U.
study.
W
a
U
a
a
a
W
E
v
2019—U.S. I Arterial Travel Time and Delay Study Monroe County
AECOM Page 23
Packet Pg. 3296
K.3.b
APPENDIX A
' W- ,
rr
`*dixn nt„eMi
Data Collection Methodology
d
U.
Y
U)
p >
-
d
N
E x
d
u.
Y
Ch
d
u
d
13
AECON
a
Packet Pg. 3297
K.3.b
COLLECTIONDATA
(Previously Approved by Task Force)
Calibration of the DMI
Prior to beginning the study, the DMI was calibrated over a half-mile course. The calibration
procedure set-up by the DMI manufacturer established a calibration factor of 0.682 for the test
vehicle, which resulted in measurements within 3 feet of the 5,280-foot distance (0.057%). At
this level of accuracy, the DMI would measure the 108 mile distance of US 1 between Stock
Island and the Dade County line to within 325 feet, or to within 0.03 mile per hour (mph) of the
45 mph standard for LOS C. L_
Floating Car Method and Passing Score
The study employed the floating car method, whereby under ideal conditions the test vehicle Cn
passes and is passed by an equal number of vehicles (i.e. "goes with the flow"). A passing
score was recorded for each segment to document the extent to which this objective was
accomplished. Positive scores indicate the number of excess vehicles the test car passed; >
negative scores indicate the number of excess vehicles that passed the test car; and zero 0
indicates an even balance. The overall passing score consists of the sum of the segment
scores.
N
The passing score provided an objective measure of the traffic flow, allowing the driver to `
adjust the test car speed accordingly. In the event that the traffic flow was higher than the
posted speed limit, as was frequently the case in the Dade County and Boca Chica segments,
the test car also traveled above the speed limit. Vehicles turning on or off US 1 were omitted
from the passing score.
r
Employing the floating car method in two-lane segments was fairly straightforward, where the
observers frequently encountered platoons of sufficient size to discourage or prohibit passing. 2
When positioned at the rear or in the middle of a platoon, the observers simply traveled with
the pack. When positioned as the lead car, the observers avoided delaying the platoon yet kept
the platoon within sight.
On two-lane segments the observers occasionally encountered stopped vehicles waiting to >
turn left, raising the question of whether the test vehicle should leave the lane or paved road 0
surface and pass to the right of the stopped vehicle. When the vehicles ahead of the observers
passed to the right of the stopped vehicle, then the observers did also. However, when the
test car was the lead car in the platoon, the observers only passed on the right if they could do
so without leaving the paved roadway. o
Within four-lane segments with light congestion, the observers often encountered traffic
traveling in the right lane at or below the posted speed limit, while there was little or no traffic
in the left lane. Rather than "floating" below the speed limit in the right lane or traveling at the
maximum possible speed in the left lane, the observers traveled at the posted speed limit,
which resulted in passing score as high as +10. Thus, in these cases, a passing score of zero
is undesirable, since the corresponding speed would fail to reflect the availability of the vacant
passing lane.
Within four-lane segments with moderate or heavy congestion, the observers often
encountered separate platoons in the right and left lanes, with the left lane typically moving at
a faster speed. Rather than continuously changing lanes to achieve a passing score of zero,
the test car"floated" in the faster of the two platoons, which also yielded high passing scores.
Packet Pg. 3298
K.3.b
Platoon Size
To provide a measure of roadway congestion within each segment, the average number of
vehicles traveling in the test car's platoon was recorded, including the test car itself. Within
four-lane segments, this number represents the average number of vehicles that traveled in
the test car's platoon within the test car's lane.
Treat men of elan
In accordance with the FDOT Manual on Uniform Traffic Studies, the observers began
recording delay when the test car's speed fell to 5 mph and terminated the delay event when
the test car's speed rose to 15 mph. Each delay entry was identified, in the DMI memory by a
sequential code number. The observers recorded the type and location of the delay on a field o
data sheet.
Cn
Cu
When computing both segments and overall travel times, delays due to typical events such as
turning movements, traffic signals, and certain types of congestion were included. Unusual or Cn
non-recurring delays, such as construction, accidents, school bus, and emergency vehicles
were excluded. Delays due to drawbridge opening were excluded from the segment travel
times, but included in the overall travel times. However, regardless of how a particular type of
delay was treated in the analysis, all delays of all types were identified and recorded on the
field data sheets.
CD
Occasionally an external event slowed traffic speeds, but not enough to meet the 5 mph criteria CD
for a formal delay. Highway construction and maintenance activities were the most common
example of this borderline situation. The decision of whether to record these events was made
on a case-by-case basis in the field. As long as the observers were traveling at speeds within
5 to 10 mph of the posted speed limit and the event occurred over a distance of about a mile
or less, the event was not recorded. However, if the activity caused speeds slower than this or
when the observers witnessed active interference, such as bulldozers or flagman blocking the
traffic, the event was recorded and later excluded from the analysis.
2
0
Cri
U
0
0
0
U
Packet Pg. 3299
K.3.b
U
L-
0
A METHODOLOGY TO ASSESS LEVEL-OF-SERVICE
Cri
ON US-1 IN THE FLORIDA KEYS
U)
Q)
C
Q)
0
U
Q)
04
By
Rafael E. De Arazoza
Florida Department of Transportation
District 6
602 South Miami Avenue ,
Miami, Florida 33130
(305) 377-5910 0
And
Douglas S. McLeod 0
Florida Department of Transportation
Mail Station 19 c
605 Suwannee Street
Tallahassee, Florida 32399-0450 c
(904) 922-0449
For Presentation at the
Transportation Research Board Annual Meeting
January 1993
Packet Pg. 3300
K.3.b
R.E.De Arazoza
D.S. Macleod
ABSTRACT
This paper presents the methodology developed to assess level-of-service (LOS) on US-1 in the
Florida Keys. Although predominantly an uninterrupted flow two-lane roadway in the Keys, US-1's
uniqueness warrants all alternative LOS evaluation process to that found in the 1985 Highway
Capacity Manual.
U
L_
U.S.-1 extends from the Key West to the Florida mainland with no major roads intersecting it. c
Furthermore, no other principal arterial serves the Keys or the Keys' resident and tourist population, 12
over 100,000. Its unique geography, land use patterns, trip making characteristics presented a
challenge in developing and applying a reasonable and acceptable method to assess its LOS.
A uniform method was developed to assess LOS on U.S.-1 to cover both its overall arterial length from
Key West to the Florida mainland, and 24 roadway segments delineated. The methodology employs
CD
average travel speed as the main measure of effectiveness. It was developed from basic criteria and
principles contained in Chapters 7 (Rural Multilane Highways), 8 (Rural Two-Lane Highways) and 11
(Urban and Suburban Arterials) of the 1985 Highway Capacity Manual.
The results of the study correlate well with perceived operating conditions on US-1 and over a two- ,
year period the methodology appears to have a good level of reliability. The authors recommend that 2-
0
for uninterrupted flow conditions in developed areas, Chapters 7 and 8 of the Highway Capacity
Manual incorporates average travel speed as the main measure of effectiveness to determine LOS. CU
0
U
0
0
0
Cn
U
Packet Pg. 3301
K.3.b
R.E.De Arazoza
D.S. Macleod
A METHOD TO ASSESS LEVEL-OF-SERVICE
ON US-1 IN THE FLORIDA KEYS
INTRODUCTION
The purpose of this paper is to present the methodology developed by the Monroe County US-1 level-
of-service (LOS) Task Force to assess LOS on US-1 (the Overseas Highway) in the Florida Keys (1).
L_
The authors are members of the referenced task force. c
Crj
US-1 which is mostly two-lanes, has unique geographic and trip characteristics. It extends through -
the Florida Keys covering approximately 180 kilometers (112 miles) from the City of Key West to the
Florida mainland (Figure 1). There are 48 bridges crossing water for a total length of 35 km (22 mi),
with the longest bridge approximately 11 km (7 mi) long. There is no other road, to provide vehicular U
Q)access to the Florida Keys from the rest of Florida or anywhere else. Few local roads are 5 km (3 mi)
N
in length. Consequently, US-1 serves not only as a regional principal arterial which serves intra as
well as interstate travel, but also serves as the local road for most of the trips within the Keys. US-1
Annual average daily traffic (AADT) volumes range from a low of 4700 to a high of 34200. The road
serves a large tourist demand and is one of the most scenic in the United States. The linear geography
with the narrow land width of most of the Florida Keys are further characteristics. ,
2
0
Most of the surrounding land use is rural developed and suburban in nature; however,some areas are
totally rural and others are urban, such as the Key West and its suburbs. With the exception of the cu
few completely rural segments and the bridges, strip commercial stores, motels and restaurants are
very common throughout the Keys along US-1. Numerous driveways and intersecting local roads
U
provide access to the surrounding residential areas.
0
The US-1 LOS study encompassed approximately 174 km (108 mi)of US-1 from Key West/Stock Island
to the Monroe/Dade County Line, broken down as follows:
0 129 km (80 mi) (74%) two-lane uninterrupted flow;
0 32 km (20 mi) (19 %) four-lane uninterrupted flow; and
V
0 13 km (8 mi) (7%) four-lane urban/suburban interrupted flow.
Packet Pg. 3302
K.3.b
R.E.De Arazoza
D.S. Macleod
Part of the growth management process in Florida is to assess roadway LOS to determine if roadway
facilities meet standards established by state regulations. The Transportation Research Board
Special Report 209 Highway Capacity Manual (HCM) (2) is extensively used throughout Florida as the
source document to determine highway capacities and LOS.
HCM Chapter 7(Rural Multilane Highways), 8(Rural Two-Lane Highways)and 11 (Urban and Suburban Ou
L_
Arterials) were consulted to determine applicability to the unique conditions and vehicular traffic 0_
operations and characteristics of the Florida Keys. Only the 13 km (8 mi) of urban/suburban 12
Ii
interrupted flow and the small percentage of the two-lane truly rural portions correlate directly to the V_
HCM Chapters 11 and 8.
Thus,the challenge was to develop a methodology to assess arterial LOS along US-1 without deviating
from the principles of the HCM. Towards that end a task force was created consisting of
CD
representatives from State and local agencies and an engineering consulting firm. CD
x
Uj
2
0
CU
r_
0
U
0
0
0
U
Packet Pg. 3303
K.3.b
R.E.De Arazoza
D.S. Macleod
THE NEED TO DEVELOP A LOS MEASUREMENT METHOD
From a state transportation perspective, the overall operating condition of US-1 is important, not the
condition of any smaller segment. With Key West as a major tourist destination at the southern end
of the Keys and no alternative routes, the logical analysis section of highway extends from Key West
to the mainland. From local transportation and development approval perspectives,shorter segments
L_
for analysis are desirable. _
Chapter 8 of the HCM presents a methodology which applies to typical rural two-lane highways with
basically long stretches of roads, and few side intersecting streets and driveways directly connecting
to the roads. Chapter 8 methodology relies mainly on "percent time delay" to assess LOS. The HCM >
r_
further states that "Percent time delay...is defined as the average percent of time that all vehicles are ou
delayed while traveling in platoons due to inability to pass. Percent time delay is difficult to measure
directly in the field. The percent of vehicles traveling at headways less than 5 seconds can be used
as a surrogate measure in field studies."
x
Chapter 8 of the HCM also uses average travel speed and capacity utilization as additional measures
of effectiveness to assess LOS. However,the HCM states clearly that percent time delay is the primary ,
measure of service quality. Further inspection of the average speeds for level terrain depicted by 2
0
Table 8-1 of the HCM do not correspond well with the typical operating speeds of US-1 in the Florida
Keys. For instance, Table 8-1 shows average speeds ranging from 58 mph (93 kmh) (LOS A) to 45
mph (72 kmh) (LOS D).
0
u
The overall weighted posted speed limit for US-1 in the Florida Keys is 79.7 kmh (49.5 mph). The
overall median operating speeds along US-1 according to the 1991 and 1992 field studies (3, 4 ) were
76.8 and 75.5 kmh (47.7 and 46.9 mph), respectively. The field studies showed, for the most part, the 2
survey vehicle(s) was traveling close to the posted speed limit.
U
Packet Pg. 3304
K.3.b
R. E. De Arazoza
D. S.Macleod
It is believed the average motorist in the Florida Keys is mostly concerned with operating at an
acceptable average travel speed rather than being concerned about the ability to pass. This is
supported by the physical and traffic characteristics of the Keys (e.g., adjacent land development,
sight seeing tourists), local knowledge, and discussions with motorists.
From the above statements, it was clear to the task team that HCM Chapter 8 methodology could not l
L_
be applied to US-1 for analysis of its two-lane sections. _
With regards to the four-lane uninterrupted flow portions of US-1, a similar dilemma occurred. HCM
Chapter 7 methodology applies to multi-lane highways with operating characteristics generally unlike
those of US-1 through the Florida Keys. For instance, average travel speeds depicted by Table 7-1 of
the HCM are also higher than those encountered in the Keys. Further, the methodology inherent in ou
equations (7-1), (7-2) and (7-3)are closely related to those of freeways with their higher service flow
N
rates, which again neither simulate nor resemble those of US-1 in the Keys. The Four-lane portion is
found mostly in Key Largo(the northeastern end of the Keys)which has a weighted posted speed limit
of 72.5 kmh (45 mph). Key largo is developed with strip commercial and residential development. It
Ix--
has numerous driveway connections and side streets directly accessing US-1.
r
The remaining 7% of the total US-1 mileage is four-lane interrupted flow. These are the portions 2-
0
encompassing Marathon (in the middle of the Keys) and Stock Island (near Key West). The operating
characteristics here are truly urban/suburban and interrupted flow in nature resembling those of HCM cu
Chapter 11. Thus,the methodology of Chapter 11 was employed in assessing LOS on these segments.
0
U
From the preceding discussion, it was evident that a distinct method to assess LOS on US-1 had to
be developed. The task team's efforts concentrated on keeping consistency with the basic philosophy
of the HCM,and yet be sensitive to the Keys uniqueness. Thus,the proposed methodology correlates 2
measured travel speeds along US-1 with LOS speed thresholds developed as part of this study. This
is in line with the concept behind the HCM of average travel speed being the main parameter to
measure arterial LOS.
U
METHODOLOGY
Packet Pg. 3305
K.3.b
R. E. De Arazoza
D. S.Macleod
Considering the types of trips served by US-1, it was decided to conduct travel time and delay runs to
cover both the entire length of US-1 from Key West to the Monroe/Dade County Line (mainland) and
for each segment of the highway along the way. Twenty-four segments were selected as depicted by
Table 1. Each segment is fairly homogeneous in nature having a uniform roadway cross section and
traffic flow.
U
L_
Travel speeds for the overall length (from Key West to the mainland) provide an indication of the LOS 0_
for the regional trips. Travel speeds for each segment also provides an opportunity to assess the
impact of local trips. Establishing speed criteria for both the overall length and for each roadway
Cn
segment satisfies the requirements of the Florida growth management process.
The next step in the process was to determine the number of travel time runs and how, when and ou
to/from where. Runs were started at both ends of US-1. For example, one run started on Stock Island
N
(Key West City limits) and proceeded to the mainland (Dade County). After reaching this point, the
vehicle turned back and proceeded to end the run where it started, on Stock Island. On another day
the reverse was true (i.e., the run started in Dade County instead of Stock Island). It was decided to
perform a total of fourteen two-way runs or twenty-eight in each direction covering the 174 km (108
mi)study portion of US-1. Twenty-eight runs provide enough data for statistical significance. Control ,
points were established at each of the 24 segments to record travel time and speed data specific to 2-
0
each one of those segments. Seven runs were started at Stock Island and seven in Dade County.
Each began at staggered hours to cover the varied trip purposes and time frames within the Keys. cu
The surveys were conducted during March, reflecting the area's peak traffic season.
0
U
For each run the process provided data, such as running speed and travel speed, in each direction of
US-1. Vehicular traffic counts were also collected at three locations covering seven days.
r_
0
The travel time runs yielded a total of 28 one-way travel speed values for the overall length of US-1
and for each of the 24 segments. The value selected for analysis was the median speed which would
reflect a "typical peak period during the peak season." In other developed parts of Florida the typical
peak hour of the peak season approximates the 100th highest hour of the year(5).
The median value was also selected, instead of the average, to avoid the influence of extremely high
or low speed value at either end of the survey population.
Packet Pg. 3306
K.3.b
R. E. De Arazoza
D. S.Macleod
The process up to this point provided median travel speeds. The question then became,what LOS do
these speeds represent.
The next step was to develop a set of LOS/Speed threshold values for both the overall length of US-1
and the pertinent segments of the highway. Towards this end, the speed ratios between LOS
thresholds from Tables 7-1, 8-1 and 11-1 of the HCM were used in the analysis. These ratios were Ou
weighted against actual mileage of US-1 in the Florida Keys to represent the prevailing type of flow; 0_
two-lane uninterrupted flow,four-lane uninterrupted flow and four-lane interrupted flow. For example, ICnU
from the level terrain portion of HCM Table 8-1, the ratio between LOS B speed and LOS A speed is
55/58 = 0.948. The ratio between LOS C/LOS A=52/58 = 0.897; the ratio between LOS D/LOS A= 50/58
= 0.862 and so on. The same process was applied to Tables 7-1 (96.6 kmh) (60 mph) and 11-1. Then >
each ratio was weighted to take into account the length of the section of US-1 to which that type of
traffic flow applied. Once all the ratios were developed, the weight criteria was applied as in the
CD
following example: CD
x
TYPE OF FLOW LOS C/LOS A RATIO WEIGHT ,
Two-lane uninterrupted 52/58 = 0.897 74 2
0
Four-lane uninterrupted 44/50 = 0.880 19
Four-lane interrupted 22/35 = 0.629 07
0
U
Therefore, the overall speed ratio between LOS C and LOS A is:
0
[74(0.897)+19(0.880)+7(0.629)]+100=0.875
0
The above process was applied to develop all the required ratios.
Further observations with reference to Tables 8-1, 7-1 and 11-1 yielded the following. From Table 8-1
the difference between LOS A and LOS B speeds is 4.8 kmh (3 mph), or 4.8 kmh (3 mph) above an U
assumed posted speed limit of 88 kmh (55 mph). From Tables 7-1 and 11-1 the differences are 3.2 kmh
and 11.3 kmh (2 mph and 7 mph), respectively, with LOS lower than assumed speed limits. Therefore,
from these observations plus local knowledge, it was determined that the overall US-1 posted speed
limit is 79.7 kmh (49.5 mph) reasonably fell between the LOS A and B thresholds. This
Packet Pg. 3307
K.3.b
R. E. De Arazoza
D. S.Macleod
assumption is not far away from the premise that if a vehicle is able to sustain a travel speed equal to
the posted speed limit, then it will correspond typically with the upper ranges of LOS (i.e., LOS A or
B).
With the above speed differentials and LOS range premise in mind, the US-1 overall speed thresholds
for LOS A and B became 82.1 kmh (51 mph) (2.4 kmh (1.5 mph) above 79.7 kmh (49.5) and 77.3 kmh
(48 mph), respectively. Applying the developed ratio between LOS C/LOS A to the LOS A speed u
resulted in 72.5 kmh (45 mph), rounded off (i.e., 0.875 x 82.1 kmh (51 mph) = 71.8 kmh (44.6 mph)), -
which then became the threshold for LOS C. After applying all the ratios the overall LOS criteria for 12
US-1 became:
U)
r-
LOS Speed U
A Z 82 kmh (51 mph) CD
B Z 77 kmh (48 mph) CD
C
C Z 72 kmh (45 mph)
D Z 68 kmh (42 mph) x
E Z 58 kmh (36 mph)
F < 58 kmh (36 mph) (D
2
0
Inspection of the criteria above indicates a close relationship with the speed differentials of both
Tables 8-1 and 7-1 of the HCM. Comparing the median speed data for US-1 from the 1991 and 1992
field studies to the above criteria resulted in an overall LOS of C for both years, i.e., 76.8 kmh (47.7 0
a)
mph)for 1991 and 75.5 kmh (46.9 mph)for 1992. These speeds are 2.9 kmh (1.8 mph)and 4.2 kmh (2.6
0
mph) below the overall weighted 79.7 kmh (49.5 mph) speed limit, which would correspond to the
0
upper range of LOS C. The authors also believe that LOS C is the appropriate LOS designation for the
0
whole of US-1 from Key West to the mainland.
A final step was still needed to complete the task of developing LOS/Speed threshold values for the
segments of US-1. No further work was needed to cover the 7% mileage of the interrupted portions of
US-1 found on Marathon and Stock Island, adjacent to Key West. As discussed earlier, these
segments correlate with Chapter 11 of the HCM. Therefore, direct application of Table 11-1 LOS/speed
criteria for a Class I arterial was made.
Packet Pg. 3308
K.3.b
R. E. De Arazoza
D. S.Macleod
The remaining segments fell within the two-lane and four lane uninterrupted flow criteria. It was
decided to make LOS A speed criterion 2.4 kmh (1.5 mph) above the weighted posted speed limit in
order to keep consistency with the overall criteria. LOS C speed was set 9.7 kmh (6 mph) below LOS
A speed consistent with Tables 7-1 and 8-1 of the HCM. LOS B and D speed criteria were set to provide
equal increments between LOS A and LOS D(i.e., LOS B 4.8 kmh(3 mph) below LOS A speed and LOS
D 4.8 kmh (3 mph) below LOS C speed). LOS E was set 9.7 kmh (6 mph) below the LOS D Speed. This
makes the segmental speed differential between LOS thresholds consistent with the differentials in OU
the overall criteria, except for one consideration. On any segment, intersection delay would be 0_
deducted from the segment's travel time to account for the influence of that signal on the segment
(i.e., signal delay= 1.0 x 15 seconds average stopped delay). This corresponds to an LOS C delay due
to isolated signals. LOS C delay was chosen because LOS C is the state LOS standard for US-1 in the
Florida Keys. The rationale behind deducting signal delay from the segment analysis was to recognize >
for the impact of signals in reducing travel time. This provides the required sensitivity in the segment
which is not only to assess the impact of regional vehicular trips, but also those that are local in
CD
nature. The following illustrates the concept plus one example for the US-1 Segmental LOS/speed
relationship.
x
o The uninterrupted flow segment criteria are:
r
LOS SPEED 2
0
A Z 2.4 kmh (1.5 mph) above the posted speed limit
B Z 4.8 kmh (3.0 mph) below LOS A
C Z 9.7 kmh (6.0 mph) below LOS A
D Z 14.5 kmh (9.0 mph) below LOS A 0
E Z 24 kmh (15.0 mph) below LOS A
0
F <24 kmh (15.0 mph) below LOS A
0
0
o A segment having a weighted posted speed limit of 72 kmh (45 mph)would then have
this criteria:
LOS SPEED
A Z 74.9 kmh (46.5 mph)
B Z 70.0 kmh (43.5 mph)
C Z 65.2 kmh (40.5 mph)
D Z 60.4 kmh (37.5 mph)
E Z 50.7 kmh (31.5 mph)
F < 50.7 kmh (31.5 mph)
Packet Pg. 3309
K.3.b
R. E. De Arazoza
D. S.Macleod
o The LOS/Speed criteria for interrupted flow segments (marathon and Stock Island) are
based directly on a Class I arterial from Table 11-1 of the HCM.
LOS SPEED
L-
A Z 56.4 kmh (35 mph) -
B Z 45.1 kmh (28 mph) CU
C Z 35.4 kmh (22 mph) Cn
D Z 27.4 kmh (17 mph)
E Z 20.9 kmh (13 mph)
0
F <20.9 kmh (13 mph) c
Speed data from both the overall length of US-1 and the individual segments were compared against
the applicable LOS/speed thresholds. This provided for an assessment of the facility LOS plus an
indication of reserve speed, if any.
r
2
Under Florida's and Monroe County's growth management process if the overall LOS for US-1 fell 0
below the LOS C standard, then no additional land development would be allowed to proceed in the
CU
Florida Keys. Unless the proposed new development traffic impact were mitigated. If the overall LOS
for US-1 was C or better, then additional development could take place in those segments where there
was reserve speed available (i.e., segment's speed was higher than the standard threshold). 0
U
0
Besides meeting highway LOS standards there are numerous other considerations in Florida's growth
0
management process pertaining to the Florida Keys that are beyond the scope of this paper. As
mentioned in the introduction, the purpose of this study was to present the methodology to assess
LOS on US-1.
U
Packet Pg. 3310
K.3.b
APPENDIX B
",
`*dixn nt„eMi
Travel Time Delay Data
d
U.
Y
U)
(L)
(L)
C
d
N
E x
d
u.
Y
Ch
cu
C
d
u
d
C
a
C
A
NCO
Packet Pg. 3311
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou a} aw o ll c14
Cl) 0) N II c� co (OLOM
U)
� O II
U m Cl) II Q.
I ICN
_
c II
7 U > N II 00 O N O Q.
II O O O O
CO Z c W t� N II O O O O O O
O 2) N T N O O O O O O
O N N Cl) I I
o SZ I I
UcowQU > II
QII II II II II Q ii Cl) Cl) N cl) N
Cl) Co H H C� U H C�
1 W U CO W < 1 0 � II U U
LL II
O II
Cl) 0 II LO + + + +
W O NO II O O O O
� m O I I
H cl) II
E O_) 0).0
II
E (n — On II
c II O r— (O LO 00 LO N V N O CY) O O V O V O 00 CY) O
2)60 (O O O a)O O II N (O r— -IT CD 00 00 00 00 N 00 -IT (O LO LOB V O CD LO m N
J 0 U 0) i a) II ' CY) LO) V LO) LO) LO) V V V V LO) V V LO) LO) LO) LO) ITN MN LO) IT LO IT
II II II II II N C II
H (o m 0 II
of H 0 U II
II O
O O II CD
N U II O
O I I p
U T 11
X II
W 0 11
I I
_ II O LC) c7 c7 c7 O) LC) O 00 O) LC) V O LC) C7 O V O 00
c a) II CD O N 00 [- IT CD LO ITO [- N IT 00 00 ;a- � ;a- LO LO ;a- O CY)
a) II O 00 LC) r- O LC) N m O V O 00 N V O 00 V N 00 r- O 00 N O LC)
} E m II O c7 L6 c7 N N N N c7 r-� (O r-� (O N OA V N V L6 Ob (O (O C7 00
0 II
� O
1 j O a) II
0 E (n 0 11
LO LO II
LL I I
> II CD (O CD IT 00 [- N C) CD IT O L LC) LC) CD N M LC)
Z U) _ O II O N M N O M O O N IT O r- CD LO M LO) r- IT 0-) V 0-) CY) V
o 'O m C 11 CD CD
LC) M N 00 O m IT 00 00 (O 0') IT 00') V (O (O m V N LC) V
� m II CDLC) (O N (O 00 CY) LO 00 LC) N 0-) (00-) 00 CY) LO 0') C) N L r— L 00 Na)
II N N N N CO V V LO) LO) (O 00 00 G O O N
LL m m U 0 II c
� W N N � I I i N
II O N
a) II O U)
-O N II U)
E 11 o m
II CD N
X H II p E
W 11 CD J
II Q
II O C7 LO) N (O LO) N C7 LO) 00 r— LO) C7 O (O N N C7 N O r— 00 V of
O O II O O O LO) N M O V LO) M = O N LO) LO) LO) M V LO) N = LO) C7 O C7 V LO)
LU
O E E II O N V O V ('� N N N V 00 00 O O N O V N O ('� N O O LO) V 0
p)H I I O O O O O O O O O O O O O O O O O O O O = O O N = CO _
O a) II O O O O O O O O O O O O O O O O O O O O O O O O CD CD N N
N Cl) O O O O O O O O O O O O O O O O O O O O O O O O O O O
O II E
O
II O M O LO) r- M V O = V O V O N m N 00 O N Lo [- O m = Lo 2
O O = O N O O IT V = N M O LC) LC) V N O O N ('7 N O = LC) m
`O II CD N (O 00 IT 0') N V [- CD ITN O [- CD (O 0-) coV V c� V O N
z Z) T E 11 O CD CD O = = N N N M M IT LC) CD O = N N N M IT LC) O = CY) LC) -O
Cl) m Z) � II O O O O O O O O O O O O O N N N N
' m -O ' U II O O O O O O O O O O O O O O O O O O O O O O O O O O U
7 I I X
co of N Z) II N
Cl) U Cl) II On
c N M V LO) O 1- 00 O O N M V LO) O r- 00 O O N M V LO)
C *k II N N N N N N
C
W
a) 11 CO O
E II U
cn
Z 0 ii )
I I
O Cl) I I _ 0
Z 0 II Z Z s m z Z
O 11 Z
z _O Z m 0 m z U (n (n m m m 'O N
UcnC) ii � m 0 0 p m `o � � �
� w � uJ o �� m c0 � m � m Em � (nZ E0 [oN [o � � � � � � � J E
W H i N O L 0 m m > m J J O)
OWHD O � ii Y �° mU � U o � Ummm � = Y °� > � m mmm � oT Cl)
m c E c (n
Q (n Q i U II = Y m .� t U O)— O O) Y m c O c -p LU N
M W } II >+ U U m (n U E C m c m L m N m O 7
O Q 11 O m O O `m O 0- `O O o 0 0 � m c U — o c5 > o
I of O 0 i II U Y Q' m S m CO W H Z -i I� U H J U J H (n O Q U U U O I Z
I I
(aojo=i msei m9U8AUO39N OZOZ) I!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol minjosou :IuawqoellV
Ci
CL
u
m
IL
CD
CD
O o
w
U)
w
U)
CD
cl
ui
ui
U) z
UJ UJ
w
w
ui OC)
U)
w
U)
cl
� M -' 00 � T
e-i
C13
w cl
0 z
o
o
O
o
o
O
O
O O
CD CD CD CD CD CD
CO LO It co N —
(HdLAJ) peedS e6ejeAV
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou a} aw o ll
c
a) II L() V (h M
� O II
U m Cl) II Q.
o (0 N rn U
> c II N N N O
0 � U > a) 11 O O N IL
O O O O
CO Z W 11 a) II O O O O
p) a) a) 0 O O O O
a) 11
N II
o Q I I
U (oW QU > 11
} II II II II 11 (6 a) 11 0 0 O
Qum > U U U Q
1 W U CO W < 1 � 11
0 II
O II
Cl) 0 I I + +
LU O II O O
O
N II
H c a) C m II
_0)_0— II
E (n — to II
( 0) N N -O jj 0-) 0-) O0-) (O (O (O V V (O N I— (O O O CO O
CO
C7 LO (0 I— LO I-
6
O > a) II Ln O (O � V O I'l V O N L6 L6 O L6 L6 L6 N O 00 V (O V N (O
J E 0 U 0) O II co co V V co co co co V Lo V L() V V Lo V V V V V V Lo V Lo Co V
II II II II II Cl)
H (o m (D 1 II
J fY H 0 U II
II O
a) U II O O
O I I p
6 II 0
U Ln 11
X II O
W 0 11
I I
_ I I O (O 00 O c) O O (O O O NCl) O= ( Cl) CD N 0 ('Y) (0 00
c a) II O O N ;a- ;a- I� [- N N 00 O M _ O M M LO O M 0 I� 00 O O N N
a) c II O O N 00 O 00 = N V 00 (O V N 00 O V O (Y) N Lo. O I—. Lo. O LO
} a3 II O ('7 (O (O 00 L6 V N V O N (O I� (O � C7 N N N N ('y) Lo ('7 CO'
0 O
II
O
1 j a) II
0 E (n 0 11
LO LO II
LL I I
V > II O (0 IT IT 00 00 I— C7 'Y) IT C7 LO 0 0 0 N m IT IT I� O LO 00 V
Z to _ O II O O m 1- 00 LO 00 O 00 N m N m 0 O LO LO 00 V M O O (7
o O C II CD O) = O) O I— (O [ O V ('7 O V I— LO LO O O ('7 LO = 00 V ('7 V
H Na) a3 II O ('7 O (0 LO O N (0 O C7 CO (O N O) (O CO I— 0') C7 (0 CD LO I�
II N N ('� V V V V LO 0 0 00 m m m 0 0 0 N N
LL co co U 0 II c
� W N N � II i a)
0 0 0 11 E
2
II
a) a) II N N U)
U 11 O O N
X ~ II p p E
W 11 O O 1J
II Q
II O (O N LO 00 O O C7 LO V O N V LO O V CO I— LO (O 00 V LO of
II O = N V O O LO M LO N N M M M M V O V O O LO N LO = O LO LU
O E a) j j O ('7 0) 00 O O N (O ('� Ln ('7 I� O O Ln N ('� ('� ('� V (O V N N O
C N 0 E ii O N O O O O O O O O O O O O O O O O O O O O O N _
O F- O O O O O O O O O O O O O O O O O O O O O O O O O O N N
-O Cl) II O O O O O O O O O O O O O O O O O O O O O O O O O O O
ry O II E
O
> II O 0 00 M 00 0 0 0 N 0 N 0 0 0 I— N M O 1 O
II O = M N M M N LO LO = V = V = LO M M ('7 M M LO V O
O II O ('7 N .. .. .. V O V O LO N N O V O M 0 I� O V (O ate)
(n Cl) T E E II O N ('� V Ln O O N ('� ('Y) V LO O O N N N (.. ('� ('� V V - -O
'O (6 ~ II O O O O O N N N N N N N N N N N N
i U II O O O O O O O O O O O O O O O O O O O O O O O O O O ' X
Cl) Y 7 11 N M - - - - W O O N M V L2 C2 W d O N M V �
Y U Cl) II N N N N N N I (n
c LO V CY) N (D O 00 I— O LO V M N 0 0 00 I— O LO V M N
C *k II .M N N N N N N
C
W 11 a) �
a) 11 CO O
E II U
E
Z a)
I I
O (n
Z
O 11 z
U cnO ii m` mmu� c� U pz � � mz �
W U 11 � o m p o m o 0
W W O II �_ N a3 CO *k CO E Z Cl) U m E 0 D � m U 0 m J
W H i m > a) N T J
= Q I o i i o f U m U = °� > a� o = � m m o U a� s U a� Q Cl)
0 L1J 0 O 11 Cl) c a) a) E c `L o o m a) o rn U rn U a) Y of
Q Cl) Q U 11 o c O c m Y m � C rn o c s a) Y = W 6
M LLB } 11 � a) o a) a) c E U c U a) U U >, 3
O Q 11 `a) O U c a) O O o 0 0 Q O `a) o 0 a) o > o
I rr O 0 i II U U U Q O (n H J U J H U I'L I` J Z H W (n CO = CO of Y U O i Z
I I
(aojo=i msei m9U8AUO39N OZOZ) I!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol minjosou :IuawqoellV LO
Ci
CL
O u
O
IL
o
ci
o
w
0-
ci
CL
o
00 C)
w
w
CL
w
0
CD
D 0
0 z
U) Do
O
o
o
O
O
O
9 9 9
C) C) C)
CO LO Cl)
(HdIAI) peedS eBejeAV
(aojo=i ms l L 9U8Auooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} lu injosa :Iuawgo ll
O U I I N (O O O N M
c
U) 0
U)
(/) II Q.
II
II O co co
U II O 00 O O IL
>, II CD
CD N
N _ m II O O O O O
O > O O U II O O O O O
O U >, N N
U > U I I
mLUII
i O 0) N N II
i in 0
U N I I m
CUnWQU co ii U U � N
u u u u II a� II U M U)
Qu Co > U >� ii U) Q �
1 W U U W Q * H II H
LL II
O II
U O + t + LO
O II
LU O N II O O O
i c N c EL U II
_O O O II
i U -S U) II
H
c II LO) r— O O LO N M N V 0 PM V N O LO I- V 0 M M M M
O N p
u II II II II U U u
II
u O
'0 U II Cl)
I I C) M
M
V N I I
W II
I I
I I
II O I- O m 00 co Lo — V O N Lo I- m O V Lo V r— V I- m O N V
C m II O N O O 00 00 V N O (O LO) (O N LO 00 00 Cl) (O V V Cl) LO O M
U U II O — O LO I- O LO N m O V O m N V 0 m V N m I- O 00 N 00 l(')
} E cm II O - m - Lo m N N N N m I- M r- M N O V N V m (O (O m m
Q Q L O N I I — O
W E O N I I
� E (n I11
I
LO LO
i O
V V N II CDI- I- M 'ITO CD 'IT 'IT LO I- N O N LO CD 'IT LO N CD LO
Z C > m II O N N (M N O V I- r— M V O r— O 0 V m 0 m V O V r— M N
O � O O LO) (M m m O m V m m I- O V O O V - - M
U O �0 I I O (O N 0 m M LO M LO N O M O m M LO O r— LO N m N
m
Z N E II — N N N N m 'IT 'IT LO LO 0 I- r— r— a0 00 0') CD CD N
m m I I N
LL m m U II
W a� a� II �
II E
-p II LO LO O
uLO
o
II CD
WII O O CD
u O O O
I I J
i i I I i J
I I O c) N (O O O (O I- r- O (O O co O co (O O (O O M O Lo N (O Lo Q'
!= U I I O co — O V Lo N Lo CD c) — N — 'IT V Cl) V O N N O — V N W) W
0') E E j j O N V N (O V c) N c) N V I- 1- � M N O V (M (O (M 00 00 00 I- LON >
0)H I I Cl Cl Cl O O O O O O O O Cl Clc:) O O O O CD CD N CDO — (M O
O U II O O O O O O O O O O O O O CD CD O O O O O O O O O O O N
N U II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
-0 I I
O U II E
� i > II O M LO) O 0 (M V O I- r— O O N M M V (M O M M LO) 7 1O
O m V LO m m LO LO LO m LO N O LO N V N N LO N N V m LO
0 CD M m LO 0 m 0 O N 0 'IT (M O N N I- 0 0 0 M 0 LO N a0 '0
Z > E E II O O O O N N N N M M V l() O O N N M M V V — N M V
U) m II 0 0 0 0 0 0 0 0 0 0 0 0 0 — N N N N
'0 U II CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
m C I I U
U) Y o O X
NYC) ii N
C N (M 'IT LO 0 I- M O CDN M V l(') (O I� 00 O CDN (M "T LO) —
_C II O
W II N C
C I I m 0
U I I
E U
Z 0) ii o
O U ii m
z ~
1 Q II Z Z m Z ZLO
Z II m Z t Z m c N
~ O I I O 'O Z m U (n (n m m O-
UcnU II m f � .c O p` m `o Y -U5 o
�_ W LLJ o m c m m cn Z E m m c`o 0 2 J
� � W H i O N 'O L m m >+ J J
= Q I o ii a>i > � � U � � o � U omm � = o � > 2T- C) M oQ
W o W II Y m m U rn U rn o a� m o o W Y c E a� a� c — LO U cn
QcnQ } I U II = y m '� c s 0)- -_ o N 0) c m m Y m c O c -0W ai
W II >+ U U �i m U C U E c m c m m N
O m Q I I o 0 0 o c`o o Q o o o 0 0 a� >� c U �° o c`o > o
Q' O > i II U Y Q' m = m (n W H Z J I� U H J U J H > (n O Q U U U O i Z
I I
(aojo=i msei m9U8AUO39N OZOZ) I!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol minjosou :IuawqoellV
Ci
CL
u
m
IL
CD
CD
oo o
w
U)
w
U)
o
cl
ui
ui
CL
ui ui o
ow
> > w
ui Oo
U)
w
cl 4 U)
Z
0
C13o
ce C)
0 Z
Z 0
o
o
o
O
O
O O O O O O O CD
CD CD CD CD CD CD CD CD
co LO It co N -
(HdLAJ) peedS e6ejeAV
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll
0) I I O N O Lo M
s
U) O II d
N (n II
u rr
II O N co co U
co
U I I O O O O O N :IL
>, II O O O O O O
a) M II CD CD CD CDO O} i _
O > O O O II O O O O O O
O cn >, N N
U > U I I
mLUII
i O 0) N Fo II
i in 0
O N I I
U U W Q U > II
N I I U S N Or U)
II II II II II O II
Q um > U � U
1 u1UUu1Q * II
LL I I
0 II
WO II M O O
a- O N I I
i C N C EL U II
_O O O II
i U -S U) II
H
C II V co V N lf) V V V I— O O M co a0 O (O Lo N Lo
O N o E > N N aO N Il M LO V LO O N N C) 00 M N 0 m I- M Lo V Lo
II II II II II U) ~ U II
U m 0 II
u O
- o u O
a
N U II O
'0 O II O
V N I I
W 0 II
I I
I I
I I O O (,4 N O c) Lo I- N O 00 00 c) (,4 c) O 00 c) (0 O c) V O Lo 00 I- (O
C O II 0 0 co co LO (.0 (O N co r— 00 'IT CD 0') M N LO 00 N (0 (0 r— 0') N O
O U II O O N 00 O I- 00 — N V 00 (0 V N 00 O V O N N Lo O I- Lo 00 V
} E coo II O M 6 6 00 L V N V O N 6 I� (O � (M N N N N (M � M 00
Q Q L O N II CD
LU E O N I I
� E U i5 II
LO LO
LL
V V N II CD CD 'IT 'ITI- N O CD 0 O — 'IT 'ITN LO CD I- 0 O 0
Z C > O II O O Cl) (O I- V (O O 00 (O N lf) 00 CO N LO r— LO M O
0 � ) U II 0 0 0 0 - M - O V
O O (�Oo II O M O 0 LO O N M O (M (M 0 N O 0 m 0 O m (O O LO r— N
Z N E N II N N m V V V V LO 0 0 I- r— m m m m 0 0 0 N N
T II N
LL N N U II
LU a) a) II
II E
-p I I O N
u
� N II CD N
E II O m
H II CDE
LU II CDE
u o
I I J
i i I I i J
II O O V N 00 M 00 V LO V N N N O co co 00 00 00 co N V
!= II O O V V LP lf) lf) lf) M O lf) O V (n O N (N N — In � LU
O N j j O (O I- O O O V I- Cl) W) O N r r— M V N (M (M (M LO r— N V V >
o f II O — O O — O O O O O — O O O O O O O O O O O O O O N 0
N U) ~ II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
-0 I I
0 O II E
i > II O O V LO I- LO m 0 O LO O O N V 0 Co O N O O I- 00 O N V O
>+ N II O O V N m LO O O N 0 0 m m N N O V LO O V O N '
C
0 C O j j O 0 m m m N I- Lo m V Lo m Lo M V N I- O N M O V N V 00 O 'O
>; E E I I O — N M V Lo Lo O O — N N c) V Lo O O O — — — N M M M V
II 0 0 0 0 0 0 0 — — — — — — — N N N N N N N N N N N
'0 U II O O O O O O O O O O O O O O O O O O O O O O O O O O
co C II U
i U U) N Do II O N M V Ln CO I� CO d) O N M V 0 N
D U U c I I N M O d) N N N N N N N
O l(') V M N O 0 00 I- (.0 Lo V (M N
_C I I 0)N N N N N N ,
LU II mO C
C I I 0
O II
E U
Z o ii o
0 U ii m
z II Z Z m U) Z Z
0 II ZLO
~ -0 o m` mmi� i�U z � z� >
U U) 0 II of rn Y o m p` o s a� m a�
ofWQLU o II a) � � °� � OmNmQ Zcn� m m cm cop` cm` E
> w H ii m c`o > k > m M m s m m � o T J o
a) U s C) > o Q
� WH � 0 ii U � '� m aUi a=iZ E cY = a_ o � o NU NU > Y �
Q U Q I II -O C O C N Y N N != O N O - - O U LL1 N
0 m w Q ii m o c m E o U () () >
a� o 0 o O o_ O c`o 0 0 0 0 > o
of O > i II U U U Q 0 U > H J U J H U I� J Z H W U m = m of Y U 0 i Z
I I
(aojo=i msei m9U8AUO39N OZOZ) I!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol minjosou :IuawqoellV
Ci
CL
O u
O
IL
o
o
o
o
w
Op 0-
UJ a)
----------
o
00 C)
DC
w
CL
w
CD
0
CD
ci
0 z
o
ci
o
O
O
CD CD CD CD CD CD CD
CO LO It Cl)
(HdIAI) peedS eBejeAV
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou :juq g3ejj 1
O N I I O — O co co l(') O {�
O II CL I
U) II r+
U) U II
(o U II
W I I V
CD m co LO m
a)
II co V V O (L
N N II O O O M
a) II CD CD O
> N O U) II
a)W II CD CD CD CD CDII
m a) O II
0 O�N
O a) U II U U
U (nWQ Q T II ~ c6
II
II U N
Qum > U >� ii U
I W U c4 W Q * H II ~
LL I I
O II
U) O + t t t
W OO N II O O O O
W
E c a) c W U II
_O O O II
i U N II
H
c II (O V N Lo (O aO N O O (O N O N aO O O Lo (0) aO (O co (0) aO O I-
_O (o p U N a) O N aO I- aO O I- M V (O O O N co I- LO N V aO aO O wi (O
u 11 11 11 11 U U u
U m U II
II 00 O
a) II 00 00 M
0
� c ii o 0
V N I I
W II
I I
I I
II 0 0 m V Lo O m N m O m O m Lo (O I- N r— N O M M Lo M O (O
C U II O N O O r— M N LO) LO) 0 (M V I- m m I- V Lo m V O O
U U II O — O LO) I- O LO) N m O V O m N V (O m V N m I� O m N O
} E (co II O - m - Lo m N N N N m I- M r- M N O V N V Lo m (O (O m m
Q Q L O N I I O
W E O U I I
LO LO
0
V V a) II CD CD Cl) I- N N CD N LO LO M M 'ITI- N M Lo I- V 0 0N m M 0 0Z C > a) II O N m m m O V (O I- N V O O (O O V N O V Lo N r— N M O O
O � �
N O II O (O N (O m M (0) M (0) N O (O O m M (0) O r— LO) N m N
Z N E N II N N N N m 'IT 'IT LO LO 0I- r— r— aO aO G CD CD N
T II N
LL N N U � II
LU a) a) II
II E
'O I I LO) 00 c)
_0 LO a) II Cl) M E N
II O O O N
II O O N
WII O O CD
II O O O
I I J
II O I- O O r— V (O I- V V 00 I- LO) O O LO) M O 00 V O O V
!= a) I I O c) W) c) Lo V V c) N V O V O V N V Cl) — 0 0 CO W) N W
O E E II O V M V M N N N V I� � (M L6 N L6 N N O I� V O >
p p) II O O CD O CD CD CD CD CD CD O O O � O O O O O O — N C O — co O
N O II O O O O O O O O O O O O O O O O O O O O O O O O O O N =
U II O O O O O O O O O O O O O O O CD CD CD O O O O O O O O O a)
L I I
c +--
O
E
> II O (O M 'IT LO O IIT aO l(') CD CD (O N N m 'IT (') 'IT M O
mLO 'ITN N —
II O M l N N — m (') 'ITO M l l(') O l(') lf) O V O l(') N M
O CD LO I- 'ITO N 6 M CD 'ITN O M r- M M M O E N CD Lo 'O
N co M M l(') N co V a)
Z >+� II CD CD CD CD O CD CD CD CD CD CD CDN N N N _0
-O N U II CD CD CD CD CD CD CD CD CD CD CD CD CD O O O O O O O O O O O CD CD
cn f r O
D U U H II N
'O II O N (M V LO) (O I- M O O N M V l(') (O I� a0 O O N (M LO)
C II O
W I I a) C
C I I m 0
a) II
� U
Z o ii a)
O U
z ~
Z
Q II Z m Z Zi LO
Z II m Z L Z m C N
~ O II O 'O Z m U (n U)m m O-
UcnU II m � .c O p` m `o Y -U5o o
�_ W LU o m e v m m y cn Z E -2 m � m 2 a) 2 > O � J �
� � W H i O a) 'O L (0 (o > J 7 J
= Q I o ii a>i > � � C) o � U a) � = o � > °� = Umm oQ °�
LU O W II Y m U N U (n o a� m o o m Y c E a� a� c - U cn
Q cn Q } I U II = Y (D '� c s o— —_ o N o c m m m Y (o c O c W ai
W II > U U � m U c U E c (o c io (o a) M
O m > Q II O a) O O (`o O Q O o O O O o a) >� c U m O O (`o > o
Q' O > i II U Y Q' m = m (n W H Z J I� U H J U J H > U O Q U U U O i Z
I I
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou a} aw oell
M M
a
a�
U
m
IL
O
O
0
o
♦; ', I I I I
O
W
o
o W
' U)
i
W
' U)
i O
i
p
i � Q
w ,
w '
z
J
z
w w o 0
> > o
O L W
a w o d D-
' U)
� L
w
W
p cn
Z o
O o
m o
H
p '
O '
w '
z � O
o
o
o
o
o
O
O
O O O O O O O O
O O O O O O O
Co LO It co N
(HdW) peedS e6eaand
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou a} aw o ll
O O II CO (M O O V {�
s 11 N '..CL I
U) II r+
U U 11
(o U 11
W 11 V
N II co LO M M O d
!E U II O O O O
N I I O O O O O
O U T N I I
0 7 U > ) I I CD CD CD CD CDII
m � � LUII
0 O�N
O U U I I
N I I
U U W Q 1? (D II
I I I I I I I I I 11 U O I I H J U H
Qu Co > U
W U U W Q *
LL II
0 II
WO II O O V
W O N I I
E C N C W U II
_O O O II
i NU) II
H
C II N V V (O O N O O — Cl) N — Cl) LO 00 00 O N O Cl) Cl) (O LO N O
_O (0 p > N j j (.6 (M lf) M N (.6 (.6 (.600 1� O V V (M V W5 V V lf) � M N L6
II II II II II U) ~ U II
-a a) u C
N U II O O
'O O II O O
V N I I
W 0 11
I I
I I
II O N L (O O 00 O V V r— � N M O V M V V 1- M V M LO N
N II O m V V LO (0 (0 — co 1- 00 LO O O Cl) N LO O N LO 00 1- O O N Lo
U 11 O 00 NC)O 1- 00 — N V 00 (O V N 00 CD V CD N N Lo O 1- Lo O Lo
} E (moo II M 6 6 00 6 V N V O N 6 1� (O � (M N N N N (M 6 (M 00
Q O Q L O N II CD
E O N I I
� E U II
LO LO
0
V V N II CDM 00 O LO 'IT N LO O (O 1- 'IT0 N LO M r— M 0 CD M
Z r > U II O M N (O M LO 1- M 0 N M M M 1- O Lo Lo 1- m O O O m
N C II O M O m LO O N M O (M (M m N O m m 1- O m (O O LO r— N
Z N E N 11 N N m V V V V LO 0 0 1- r— m m m m 0 0 0 N N
T II N
LL N N U II
LU a) a) 11
II E
_0 II LO L
� U I I Cl) M E II O O N(o
II O O N
WII O CD
II O O
I I J
II O O 00 LO N 1- O N O N 00 O LO LO N LO V O 0 0 co (O 00
!= II O V N (M O (M O LP LP LP — O N Cl) — W
O E o II O V 1- O O 00 N Co N Lo N co 00 O 1- r— V N co V co Lo 1- N V N >
0 o f 11 0 o o o 0 0 0 0 o o o 0 0 0 0 0 0 0 0 0 0 o N 0
N U) ~ II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
L II
C ++
' Q T U ' > II O O M V O M M O O N O O V LO O N r— N M M M I� ' O
II O V O (M O V V V (M N V V V — O V N m Lo N M Lo O m CD
O N 11 O V N N O N 00 1- O co N O 00 N LO 00 N (O ob LO r- -O
O LL >, E �� O N M V LPLPLP O O N N M V LPLP O O O N N M M M N
>+-0 II O O O O O O O O N N N N N N N N N N
'O N U II O O O O O O O O O O O O O O O O O O O O O O O O O O U
N I I
U Y II N M V Lo . . W . � � N M V Ln CO I� W d) O � N M V 0 ' N
Y U H II N N N N N N N
V M N O 0 00 1- (.0 Lo V (M N
_C I I 0)N N N N N N ,
LU II mN C
C I I 0
E I I
E i U
Z o ii o
0 U ii (D
z ii Z�z op � z z
0 II Z LO
~ 0 ii -0 o m` mmi� z � z� >
U U) 0 11 of rn Y `o a� m a�
ofWQLU o 11 a) � � °� � UmNmQ Zcn� m m cm cop` cm` E
> LU ii � � m (`off > k > m M � s (D � � � � o TJ o
a) U sU � > oQ cn
� WH �_ 0 ii U � '� m aUi a=iZ E cY = a_ o � o NU NU os (D
Q I II -o C O C N Y 7 C O N O - - O L O i N SC =
Q m W } II O N N (o (o O (o O E U C i N U U >, �i W
0 > Q II (0 0 U C > U O L o 0 0 O O !? O (0 O O N O > O
of O > i II U U U Q 0 U > H J U J H U I� J Z H W U m = m of Y U 0 i Z
I I
(aojo=i msei m9U8AUO39N OZOZ) I!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol minjosou :IuawqoellV co
co
CL
O u
O
IL
o
o
o
o
o
w
O 0-
w
a- Z
cn
UJ
00 C)
w
w
CL
Z CD
w
0 CD
ci
O
LIJ
ci
o
O
O
ci
C) C) C) C) CD CD
CO LO It Cl)
(HdIAI) peedS eBejeAV
(aojo=i ms l L a an 00a ) I!q! x l! - OOJO )Is l OUOAUOOBU o} uoilniosou a} aw o ll b
0) N II O V N V O O co LO 1M
M s II M
OU II
(6 (n II CL
II M M V LO 0 0 0 Lo
a) II U
c > c m o 0 000 � o N IL
o > m tea' II o 6 00000 6
Ij mQ ii O O 00000 O
m a) C II
O O) a) m II
O N -0 'U
O U E U
U (n W Q (n (T6 II (n (n
I II II II II II N a) II � �g (nm > U Q � ii UUUUU
WU (nWQ * H II
Q u
W I I
O u
(n 0 II LO + + + + + +
w o a) II O OOOOO
n _ N I I
a) EL Cf) II
E (n II
~ p) c II LO O LO O CO O CO r- Cl) LO O LO I— O LO I— 00 I— 00 Cl) 00
p� (0 0 O N N j j O V LO I� LO Co O V O LO Co CO 00 N 00 (O Lo V V O I� V V r
E > a) Co Lo V L() V V V M V Co Lo Lo Co V Lo V V V N N M V LO) M
J � H Q U 0) m o
Il u u 11 11 � H U
(n Co (D
() II
II O
O N II O
a) U II O
-O II O
U I I
W Q II
I I
_ II O 0-) coV O Lo O co O co N V O LO 0') M O 0N I— O N_ co
U II O N O 0 M I— V M O LO LO) I— M V 00 I— M 0 0LO M V M
N O O LO) I— O LO) N M O V O 00 N V 000 V N � 00 I— O 00 N O LO)
I E m II O M LO M N N N N M I- CO I- CO N 0-) V N V Lo 00 co co co 00
Q t ao) I I O
a) � II
I w E E U Q I11
I
I Q LO LO
W ��`` II
O V�` II O O LO O O V LO LO 0N N 00 O V V O O O N B O O [- M 00
z (n V) U II O N M M N O V I— r- M V _O 00 Lo V Lo I- M O Lo 00 M V
O S O m C II O O LO) M M 00 O M V 00 00 I— O V O O V 0I— M M V N Lo V
O Ln (O N (O 00 M Ln 00 Ln N O M O 00 M Ln O I� Ln N 00 N
~ a) a) E II N N N N co V V Lo Lo Co I— r— r— a0 00 O O O N '
W N N II c
p II O N
0 �
U II a)
X II O E
W II O
O II O co O O N co co O) Lo O co O N I- O V Lo Lo co O 00 O N 00 co 00
a) II O V N O V O N O N V = M V = LO O V LO O N LO N LO N N O W
O E O .. V N CO LO) CO CO CO N LO) CO I— CO N LO) N O (O CO V (D 00 LO) N >
N p)HOOO O O O O O O O O O O = O O = O O = O O = LO
Q
(1) O O O O O O O O O O O O O O O O O O O O O O O O O O N
(n II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
0 (6 N II E
0 > II O O) 0M M M L O N 0 0N N V LO) O LO) O 00 CD 00 V 0
V O O V V O V N M = L(')
0 m O j j O .. 000 V O M 0O N I— Lo N 0V I� O Lo I� 00 V 00 N M N I� -O
O E E II O O O O N N N co co V LO) O N co co V LO) O M V LO) O a)
z (n a) 7 H II O O O O O O O O O O O O O cc,:)
cc,:)
cc,:)
cc,:)
MO C U II O O O O O O O O O O O CD CD CDO O O O O O O O O O O
m O II U
cn Y U � II �
II �
C N M V LO) (O I— 00 O O O N M V LO) '—
�
W c l l m
N O
E IIi U
cn II
O U II cn m
Q
I D Q II z z m z z z N
~ O II O) > -O Z m Q Z U
O Q m '—� O Y U) a)
W � U o ii imp` cm c m ms �ZQ � mNm °� � m o �_ a) -o E
cr of LLI CO c E o � a) > c c
> Lu � .� ii Tm � s m � � mU m m T_ > m m > m Z) J aa))
QW Q U II a) = m U0) O a) mmm = Y N E Um ULO 0 (n
II Y U a) a)
Q j II m E s �— —_ O 0) c Y m c O � -o ai
Q (n II > U U m c o E c m m m m m o, z w
O m W Q I I O m 0 0 `m O o-U `O o 0 0 0 a) > — o m > o
Q' O �j Q I 11 U Y Q' m S m (n W H Z J IZ [Z 0 H J 0 J H > (n O Q U U 0 0 I Z
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou :IuawqoellV LO
M M
a
a�
U
m
IL
O
O
0
o
' o
O w
' o w
U)
0
w
U)
w
' o
cl ---'
o Q
' o
W (�
W '
a Z
W '
J �
W '
W ' w
L
--- w
i L
w
cl
p U)
'• o
m a O
o
_ cl '
W '
0 Z -
Z
ui ' o
---------------------------
---------------
------------
� � o
0
0
o
o
i I I I I I
i
O
O
O O O O O O O O
O O O O O O O
Co LO It co N
(HdW) peedS e6eaand
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll
0) N II 1— O — N N O M
Cl) 1 i C: 11 M
U) 00 II
(6 (n 11 CL
L I I co co V co co 00 I�
N IC: II O O CO N V M N N V
> 1 N (T6 = O O O O M m
E
O T m II o00 O O O � ON IL
Z) p > m II o 0 0 0 0 0 0 0 0
� m c cW m0 ii 000 O O 00 00
O N U II
p -O U II
O O II
O U E U Q T II Ur
} 1 (11 W Q (11 N Q II H H H of C) U (n
g (nm > U 0 > u � C) �
W U (n W Q * H II
LL I I
O II
U p II (O (O + I� + + + +
W O N II O O O O O
~ EL 11
2 0).0
, U II ,
(n II
7 p N
~ N -O 1 j CO 00 1— 00 (O (O LO CO O V N CD CO V CO I- (O I- N 00 CO N O
O > O II 00 V O LO O LO O N I- N N I- M 1—' N Lo. N O O Lo. 00 N 1—. 1- O
J D E Q II Lo Lo V V M M M V V V LO LO CO LO CO V V V V V V V LO CO
� H (/) m0 u
J Q' H00 , II
u O
m u O
O U II O
U T) 11
W 0 II
I I
c 0 IIO (O O N N 00 O N 1- 00 V O CO N O 00 O CO O 00 1- V CO N M I�
O O V CO V I- LO N V 1- 00 CO N 00 O V = V O N LO I- I- O = N 1-
0 II O O N 00 O 1- 00 = N V 00 (O V N 00 O V O CO N LO O 1— LO O = V
J E m II O M (O (O 00 Ln � V N V 6 N (O 1� (O � MN N N N M Ln � M � 00
t II O
W E E C/) 0 II
I 0 LO LOII
LL
O O 0 000 O = M M 00 M O O M LO LO M M 0 0V LO 00 O co
Z (� > U II O O O V 1- O V (O 00 1- M LO 1— CO O0') 1— V V (O 00
0') 0') O � O V COO V O COO O COM 1� (O 1� LO LO O LO 00 N
0 N m II O CO O (O LO O N co O co co co N O co co co O co (O O Lo 1— N
I Z N E u� 11 N N M V V V V LO (O (O 00 M M M 0 0 0 N N
I I
LL (T6 (T6 U 0 I I
W N N II c
u O
O
E u O
U 11 O N
W II O E
II O
0') II O 00 O O V N 1— CO 00 CO 00 00 O O N V 1— co r- co 00 co V coof
O O O = LO LO V V V LO V N M O N V M N M V V O O O M W
II
N E N j j O V CO O O O M (O N CO N M I� �(O N M M M LO I� N V 00 M >
0) E 11 0 = o 0 0 0 0 0 0 0 = o o o ; o 0 0 0 0 0 0 0 0 v O
M N [ II O O O O O O O O O O O O O O O O O O O O O O O O O O N
' U ' U II O O O O O O O O O O O O O O O O O O O CD CD CD CD CD CD CD CD ' N
II
� m , O II
> II O 00 00 00 O M LO N LO (O V LO 00 co V V V co O 1— co O co V O V O
LO M N O O V O V V O LO M LO N O N M N V V LO O M .�
'06 7 0 II O V O O O V M O N LO M V N M O M (O O M 00 LO 1— N O -O
(n (n N E E II O N co V Lo Lo O O N N M V Ln O N N N N M M V V LP O
H II O O O O O O O = N N N M
' m ' U II O O O O O O O O O O O O O O O O O O O O O O O O O O ' U
(n U II N M V o o I-- co O N M (O cod) O N M V L(� a)
N N N N N N U)
LO V CO N O O 00 M LO V M N 0 M 00 M LO V M N .—
c
W
O O
(n E II U
Z 0 II
U (n
H II 0
I ZO 0 LO
I I
~ O II m m m (n z(n O z -p O m Z -O �
UcnU 11 � o � Co p o > _ m
� WQ' LLI o 11 � � p � pCONCO � zcn � m E m c [o mp NCO E
> Lu c ii � � m > ) `mom > Tm mC) m0 � � � o m TJ
OWHD O � ii cn � .0m a0i m � E cY = E-L � of o � U � U � Y � �
Q (n Q I U 11 o c O c m Y m ° c p) U) O - - 0) -,E Y = W ai
W } 11 rn m m m m m c E p c � m p p >
O m > Q 11 `m o p c m 0) s o 0 0 `O o_ O `m O O m o > o
I Q' O > 0 I II U O U Q O (n > H J U J H CO) I� J Z H W 0 m = m of Y U O I Z
I I
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll ti
M M
a
a
O V ;
O 0.
0 1 '
o
o
o
i
i
i
w
w
i O 0-
0 O >
(' Q
LIJ Z '
cn '
00
Q
o
DC w
h r w
CL
0 CDi (�
Z M w
CD
cn
ci
o
O
m
h
LIJ
o
d'
O
0
0
o
i
,
O
O
O O O O O O O O O
O O O O O O O O
I-- CO Ln It CM N
(HdW) peed$ eBejeAd
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll 00
0) N II V V N N N co co co M
I I
U O II ✓�
fn U II wL
Cl)C) II
a_ LO LO
II
U I I O O N V - Cl V V u;:.
U II O O O O O O O N 'IL
I I
II
O > O a)a)) II O O O O O O O O
O U T a) U) II
U o C W I I
i Co N II
O O N II
N O U N T I I
II II II II II a) II M ~ Q ~ ~ ~
~ U
(n co > U
wUU W Q * H ii U
LL u
O
(n 0 II + + + + + + +
LU O N II O O O O O O O
W
L
II
-0,SO
II
i U) U) II
H
O U N a) j j (M 0-) (O (O 00 O 0-) 00 r— LO 00 r— (O O 00 (O � OO O (O (M V co (O
J E Q U E i Q II V LO V V V LO V V V V LO V M LO LO V V V — V M V LO LO V
II II II II II U II
H U m Q II
u O
-a O u O
a) U II O
'O O II O
V N I I
X II
W II
I I
II O m Lo 0 m N O m m O V V I- r— Lo O m r— M O r— O m Lo O M
C U II O (M O O M M V V N V 0 (M V m m N N M V I- m Lo O 0
U U II O — m LO I- O LO N m CD 'IT CD m N 'ITM M 'IT N a0 CD 00 N 0') LO
} E (�00 II O - m - LO m N N N N m I- M r- M N O V N V m (O (O m m
Q L L O II — O
W 0 0- 0 N II
� E U II
LO LO II
LL
Q U) I I CD M O N 'ITM O M N 0 M CD LO 0 LO M CD M CD CD M N
Z r > U II O m m m N O LO I- m m 0 O N O N 0 Lo V I- O Lo O I- O 0 I-
Q O O LO M M CO O (M V co O � O V O O V - - M V V
O 6 0 N 0 m M Lo M Lo N 0 0 0 m M Lo O r— Lo N m N
N II N N N N M 'IT 'ITLO LO 0 I- r— r— M M M CD CDN
Z T T E N II
W
a�
_0 II O E
u
� o II CD
�_ II O U)
U II CD
N
W II O a)
II O E
I I
I I J
II O LO V r— V 00 O V (O O Cl) N I- O W) 00 00 LO 00 M O O N Cl) V Q
C U II O Cl) LO W) N LO O V LO Cl) N (M LO (M O V V V V N (M N O LO V
O N E II O (h I� V M N N N V I� a0 I� M N lf) N Cl) O r— W
II O O CD CDO CDO O O O CD CDO 0 0 O O O O O Cl) >
O O II O O O O O O O O O O O O O O O O O O O O O O O O O O N Q
N II O O O O O O O O O O O O O O O O O O O O O O O O O O O =
I I N
O
(0 > II O O CD MO O M O MM CD V l(') M (O V M N N V O
CDM M N N � 'IT 'ITN N � N 'IT
m� � V � O � V N � V N V V M �
O 7 U II O Lo I- V O N Lo 00 O Lo N M O Cl) (0 V 00 O (0 O I- N '0
Z (0 II O O O O N N N M M V l(') O N co co V w) O N (M (M lf) )
'O II 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N
U) U II O O O O O O O O O O O O O O O O O O O O O O O O O O U
I I
U) Y N II a)
D Y U H II N
'0 II O N m V LO 0 I� m m O N M V L2 (O a0 O O m 't Lo
C II O
W I I a) C
C I I m 0
U I I
� U
Z 0) ii O
O U ii _ U
z ~
I Q II Z Z m Z Z LO
Z mmZ L Zm m m mY c
oO U ( U
Uof 0) ` �— � 6 O ofr LLJ of LU o c Z
�� J
'If NOE
mO T > co� W J M Jo OQ Uo '= Q E U
W U Ufr
nQ E oo O c O -0W 6Q U U m E U E 0')Om WQ O a) 0 0 oo 0 >? o O a) O
of O >
0 U Y of co m (n W H Z U H J U J H > U O Q U U U O i Z
I I
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou a} aw oell ca
M M
a
a�
U
m
IL
O
O
0
o
O 0
' o W
' w
' o
d
i N
U)
W
U)
o
o
p ,-
o
W '
W
az '
z '
J W '
ui > o
> w
Q W
Oo
a� cn
w
p ti cn
o
O
OO Q
w '
� o
o
o
o
o
i I I I
O
O
O O O O O O O O O
O O CD O O O O O
I� coLO It co N
(HdW) peedS e6eaand
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll o
M O N I I CO
O II
U) O II ✓�
(n U II Q.
� U) II
a_ II
N II O N - - N N
Cl) LO 00
Lo N U
N II O O O O O O O V
II O O O O O O O O O 'IL
N I I
O > O a) II O O O O O O O O O
U > I I
m LU
N O 2)-o N I I
O a)
a) >, II U)
W Q (c II (n U) m (n ~ (n (n
O U)II II II II II N II ~ ~ U) 0 ~ O ~ ~
¢ () co > U
W U (4 W Q * H II
LL I I
O II
U) p II (O t t t t t (M t
LU O N II O O O O O O
(o U) II
c a) c L II
i O O O
U II
i N I I
H
C II O co O I- Lo co Lo V Lo Lo V N co 00 O — (O I- O O N V N — (O O
p 00 (M V (.6N O O O O 6 6 (M (.6O V O O V V I� (O rZ .4
J 'Q—i U 0) N N II Lo Lo V V co N co V V V Lo V V Lo Lo co Lo V V V V V co Lo N V
II II II II II U) ~ U) II
U)
u O
-a o u O
a) U II O
'O p II O
V N I I
X II
W II
II
II O O O 0 O O V O N V O (M (M O (M 0 N 0 V Lo r— O M O
C U II O O V (M V 0 0 (M N O 00 V N M M LO O N LO I- r— O O CM N
p U II O 00 N 00 O I- 00 — N V 00 (O V N 00 O V O Cl) N LO O I- LO 00 LO
} E (�Oo II M 6 6 00 L V N V O N 6 I� M � (M N N N N (M w (M 00
Q O L L O II O
LU !? a) U) II
� E U) II
LO LO II
LL
O CD M LO 'ITM I- I- O M M 'IT LO M CD 'IT CD M N I- 'ITM O
Z C > p II 0 0 (M I- N O LO M O O m N V N V 0 O V Lo I- N O r— m m
O 6)-o U II O 00 0 0 - M - O l(')
(M O 0 Lo O N M O (M (M 0 N O 0 (M 0 O (M (O O Lo r— N
N E II N N (M V V V V LO 0 0 I- r— m 0 0 0 0 0 0 N N
LL N N U � II
LU
a�
_0 II O E
u
� o II CD
E II O U)
U II O N
x II O N
II O E
I I
I I J
II O N 00 O 00 O O 00 N I- 00 LO O (O I- M r— M O V M O M M Q
II O N — N V N V (M V N LO O LO LO (M (M (M N V LO N N O N — N O Q.
II O V r— D O O M r— N (M r— O r— r— M N N N (M 6 I- N V N
O E o II O O O O O O O O O O O O O O O O O O O O O O N ;
O o' E II o0000000000000000000000000i1i U
N N II O O O O O O O O O O O O O O O O O O O O O O O O O O O -_
- U) II
O II
L
Q (o > II O N O O M I- M V 0 M 0 0 I- M V I- V N LO M N N O O
N V O 'ITO 'ITN LO LO LO 'IT (M V N V (M (M O N N lf) O M
O U II CD V .. .. .. .. N O N M V N O (O a0 V a0 M O N I� O 'O
O 7 E E II O N co V l(') LO CD CD N (M 'IT LO LO 0 0 N (M (M (M (M a)
U) U) 'O II CD CD CD CD CD CD O — — N N N N N N N N N N
U) O II CD CD CD CD CD CD CD CD CD O O O O O O O O O O O O O O O O OC� of U
I I
N II N M V Lo (O co D) O N M V Ln C2 I: W d) O N M V Lo ' a)
(n U H II N N N N N N N
p LO V (M N CD M I- M LO 'IT (M N 0 M M I- M LO 'IT (M N
-C I I 0)
LU II a) C
C I I m 0
a) II
E U
Z o o
0 a)U ii U
z ii z z op z z
O II z .� LO
~ O ii o m` 0� mi� z -0 om` z-0
U of U II N Y `o m p` O a� oo a�
LU
W Q Lu o II -0 a) -0 a) -0 U m N m Q z U) m E m c co co p` I m E
> w H ii m > 2 m > > s m -0 o T J o
a� U sU -E oQ
� WH � U � ii U � '� m aUi ali � E cYla_ co o � o NU NU > Y �
Q (n Q I II 'O != O C N Y N 7 != O N O - - O U L O i (o Se = LU N
O M w Q ii m o rn �° (b m c E Uo � � U � U U >
a) O O o 0 0_ o (`o O o 0 o > o
Q' O > i II O U O Q O U) > H J U J H U I� J Z H W (n m I m Q' Y U O i Z
I I
(aojo=i msei m9U8AUO39N OZOZ) I!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol minjosou :IuawqoellV
Ci
CL
C) u
C) m
C) IL
C)
o
o
ci
w
w
0-
ci
UJ
w 0
C)
w
w
CL
z 9
w
D
0 CD
U) Do
o
O
O
O
9 9 9
C) C) C) C) C)
r-- CO LO It Cl)
(HdIAI) peedS eBejeAV
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll
� M
M O N I I N N LO V I- r- LO N O M
N Cl) '..n.
W
I I O I� M O Cl) N I- V 00
O - LP O - N N N V U
N C I I _ _
' U O O Cl) O Cl) O O O N L
N � I I
O U II O O O O O O O O O
N a) D II O O O O O O O O O
O > U) I I
O U >+ N II
Z3 U > I I
im N W II m
O 2 N N II (n
C N _0 .0 >, II U (�
O EN I I N F7
U U W Q U) N II H H (n U N c6 U Q
Qu Co > U II >� ii fV C)
W U U) W Q * , H II U ,
LL I I
O II
U O V LO + t t t t t
W OO N II O O O O O O
W
E C N C W U II
O O O II
i U) N I I
H
O c II Cl) Cl) 0') LO Cl) 00 Cl) N (O 'IT 0') 00 I- N 0') LO (O 0') LOLO0) (0 p U N N j j M O O N O l(') m O V (O O m V 00 m m O V co, co, (0 V
J Q U E > Q II M LO) V LO) V LO) V V V V LO) LO m V LO) LO V W) m N M V V M LO) V
II II II II II U II
H U m
u rn rn
-6 o II O o
N U I I N N
O O II O O
V N I I
W II
I I
I I
II O O Lo V O V 00 O V 0 0 0 O N V O O (M (M (M O M 0 0 0
C U II O N O M I- LO) N LO) LO) 0 M V O M M N I- LO) LO) LO Cl) O
U U II O - O LO) 1- O LO) N (M CD 'IT CD 00 N 'IT (0 00 'ITN 00 I- O a0 N 0') 10
} E c(o II O - m - Lo m N N N N m I- M r- M N O V N V - Lo m 0 0 m m
Q Q L 0)N I I - O
W E O N I I
� E (n I11
I
LO LO
0
V V N II CD 'ITM r- N CD CD 'IT CD O M CD V V M 0 O CD N CD CD
r > U II O N (M V (M 0 O O LO) I- N CM O V M I- M O M V O M O
Q
m M LO M LO N 0 0 0 m M LO O r- LO N m N
Z N E N II N N N N m 'ITLO LO LO 0 I- r- r- a0 00 0') CD CD N
T II N
LU a) a) II
II E
_0 I I 00 00 1 N
_0 U I I N N N
II O O N
WII O CD
II O O
I I J
I I O N I- V V N I- 0 0 0 0 (M 00 V 00 N I- N (O 00 O (M O (O c)
!= U II O O W) W) (M CD CD Lo - (M Lo V LO) 'IT LO) Cl) (M NW) NW) N V CD W
E E II O N (M (O LO (M N M V I� N O N 6 M r 0 0 r V 0 >
O O II O O O O O O O O O O O O O O O O O O O O N O
U II O O O O O O O O O O O O O O O O O O O O O O O O O O ('4
O U) II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
-0 N II
O U II 0 06-
O
O N O O V 00 O I- r- r- M l(') 00 (O O I- LO r- V (O N O O M M O O
C I I O O LO) LO) N N (M N (M O O LO) O O LO) V V - LO) - V m LO) O V
0 C U j j O N Lo I- V O N Lo m 0 m 0 m 0 I- m Lo N (O I- m I- O m
� -O
Z E E II O O O O - - N N N (M (M V Lo O N (M (M V V Lo O N V _0
U ~ II O O O O O O O O O O O O O N N N N
II O O O O O O O O O O O O O O O O O O O O O O O O O O ' U
(nY
� YUIi ii N
C N M 'IT LO 0I- 00 O CDN M V l(') CDN (M "T LO) -
_C II O
LU II U C
C I I m 0
U I I
E U
Z o ii o
O U
z ~
Q II Z Z m Z ZLO
Z II m Z L Z m C N
~ O II O 'O Z m U (n (n m m O
UcnQ II m � .� O p` m `o Y U) o
fr W LU o m e m m cn Z E m m � 2 a) 2 � a) _ J E
� frW H i O N 'O L (0 (0 > J 7 J
= Q I o ii a>i > C � U � = o � U omm � = o � > °� = Umm oQ °�
LU O W II Y (0 U N U U) o a� m o o m Y c E a� a� c - Uof
U
QUQ } I U II = y (D '� E s o- -_ o u) o c co m Y m co c W ai
W II �i >, U U �i (0 � C U E C O (0 (0 N M
O m Q I I o 0 0 o c`o o Q o o o 0 0 o a� >� o o O c`o > o
Q' O > 0 i II U Y Q' m = m U W H Z J I� I\ U H J U J H > (n O Q U U U O i Z
I I
(aojo=i msel L a an ooa ) I!q! x l! - aoJo )Isel OUOAUOOBU o} minjosou a} aw oell M
M M
a
a�
U
m
IL
O
O
O
o
0
' W
o
o W
� N d
' U)
i
i
i W
U)
cl
oo Q
W '
W
z_ '
J
UJ Z o
W O L W
o d
ce UJ L U)
U
W
Q r U)
O '' O
M o
m Q o
o
� Q
0
Z o
LL '
o
o
o
o
i
O
O
O O O O O O O O O
O O O O O O O O
I� co LO It co N
(HdW) peedS e6eaand
(aojo=i ms l L a an ooa ) I!q! x j! - aoao )Is l OUOAUOOBU o} uoilniosou :jug g3ejj cr
.Q M
M 0) N I I V O N M
Y U) `o
II O N O (O 00 00 LO
II N N — () V U
O 00 O O O O O O m
U E p O O O O O O O :(L
L p) U II O O O O O O O O
O ) (a) II CD CD CD CD CD CD CD CD
O U >+ N II
Z; U > I I
M N W II
O 2) N II
U) O 'O
O U E U Q ii U) U CD U) U) m U)
U U W Q U a) II Uj U H H H
Qu Co > U >�
WUc4WQ * H II
LL I I
O II
U O t t t V M LOM
O II
LUO N II O O O
C N C EL U) II
_O O O II
i U -S U) I I
H
i� C II co N r— O (O (O Lo V N r— co 00 Lo r— 00 r— Lo 00 00 r— r— co co O)
O cio 0 > U I I � O N � 6 6lf) O 06 O N rZ N N 06 (O N 6 V O 06 C 5 (O (O N
II II II II II ~ VJ II
H U
u O
-a3 o u O
N U II O
'0 O II O
V N I I
W II
I I
I I
II O m O r Lo M N r— m m r— M 1 M O V r— LO N M M V
C U II 0 m m m V (O M N N m r— Lo O O O V O Lo o-) NW r— 00 O O M
U U II O 00 N 00 O r— 00 — N V 00 (O V N 00 O V O N N LO (7) r— LO O) LO
} E coo II O M 66 OO L V N V 6 N M � M � (M N N N N (M w (M 06
Q Q L a0)N II O
W E !? a) II
� E U i5 I11
I
LO LO
0
V V N II CD N O CD LO M CD 0M O 0I- M N 0I- V O CD m 0I-
Z C > U II CD M M r— 'ITM O r— LO M r— N V CD 00 r— CDp U II O 00 0 0 M O V M O V lf) lf) O O M lf) O 00 M N V
U O (�Oo II CDM O (O LO O N O M M M (O N O O M O O m (O CD LO r— N
Z N E N II N N m V V V V LO (O M r— r— m m m m 0 0 0 N N
T II N
LL (o (o p II
LU
II E
-p I I O N
u
_0 a) II CD N
E II O m
wH II CD
II o E
u O
II J
II O LO r— M (O O) r— 00 O) LO N co N V LO r— r— 00 co co (.O O r— V O 00 (O
!= II O O N m m V LO m m V O O N W) O — M N N LO O O N V W
E N II O Lo r— O O r— m m N Lo r- m m O r— 00 Lo N co co co Lo r— N V >
o ii 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 o a)
N I I
C ++
0 00 i U II , E
-0 U CD LO N m 'ITm CD r— N 'IT r— O m m LO N CD (M 0N N O (M (M
II 0 0 (M CD CD LO 'ITN CD 'IT 'IT V — O — (M — N V — CD CD lf) 2
CDLO N N N CD co CD co 0-) CD co N O 00 co (O 0) N (O N 0) Lo Co -0
O
0 V V
E E II O — N M V O O — co co V Lo O O — — — N N (M (M V
>+ 7 II CD CD CD CDN N N N N N N N N N N N 0
-0 p II CD CD CD CD CD CD CDO O O O O O O CD CD CD CD CD CD CD CD CD CD CD CD U
L II
i �♦ II O N M V Ln (O I: W d) O N M V 0 N
D U) V L.L II N M V o O com 0 N N N N N N N
O LO V (M N CD M r— M LO 'IT (M N 0 M M r— M LO 'IT (M N
_C I I '0)
W I I N C
C I I m 0
U I I
E U
Z o o
O U)
z ii Z�z op U) z z
p II ZLO
~ O ii -0 o m` mmi� z -0 >
U cn p II N Y `o m p` o a� m a�
� w � u1 o II � � °� � UmNmQ Zcn� m m cm cop` co`o E
> wH ii m c`o , > > s m m - -0 a) TJ a)
a) U sU -C > oQ
� WH � 0 ii U � '� m aUi a=iZ E cY = a_ o � o '� p NU > Y �
QUQ I II - c o c coY c a� N o - - a� S s mY = w 6
O m W Q ii m rn �° c m E o U U U >
a� o 0 o O o_ O c`o 0 0 0 0 > o
Q' O > i II U co) O Q O (n > H J U J I— U J Z I— W U m = m of Y U O i Z
I I
(aojo=i msei m9U8AUO39N OZOZ) I!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol minjosou :IuawqoellV LO
Ci
CL
O u
O
IL
o
o
w
0-
a-
00L.
C)
w
w
CL
z 0;
w
D CD
OM
CD
LLo
o
o
o
o
O
O
9 9 9 O C)
C) C) C) C) C) C) C)
CO LO It Cl)
(HdIAI) peedS eBejeAV
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou :juq g3ejj
------
Ci
I I
0) a) I I N N co LO N co M L
U) �
U) U I I
a_ II U
U II O N O LO C)
a
L C II
C > m II O O O O CD
U) >,
> 0 II O O O O O
O O O O O
U m C W II
N O II
O a) U
U U W Q (n m II N N cn U
< u u u u II
Qum > U >� ii O ~ �
1 W U U W Q * II U
LL II
O II
U C + t t t
W OO N II O O O O
C N C EL U II
O O O II
i U) N I I
H
c I I 'ITI- N (O Cl) LO 'IT 0') 00 'IT (O 0') 00 r— 'ITaO N (O C)
O (0 0 m N N II I— aO Lo' I— O M, M, (0 V N O O I—
II II II II II U II
u (o
-O N II N N
N U II O O
-O O II Ci O
V N I I
W II
I I
I I
II O M m 0 O O I� V M N Lo I- m I- m V r— Lo O Lo m m N m V
c m II O N O O M r— 'ITV N 'ITI- N Lo r— m m 0 Lo Lo V V O m
m U II O — O LO I-- O LO N m O V O m N V - m V N m I� O m N m l(')
} E II O - m Lo m N N N N m I- M r- M N O V N V Lo m 0 0 m m
Q Q L O N I I O
W E O N I I
LO LO
0
V V a) II CD Cl) I� (O I� (O M I- M LO CDI- CDI- Lo O CDI- N 0 O N V N
Z C > m II O N m m N O V 0 I- N V O O m O 0 M N Lo r— V O V O m m
O � �
N C II O (O N (O m M LO M LO N O M O m M LO O I- LO N m N
Z N N II N N N N m 'IT 'IT LO LO 0 I- r— r— aO aO 0') CD CD N
T II N
LL m m U � II
W 0 0 II
II E
_0 II LO Lo N
� m l l N N N
II O O m
II O O N
WII O CD
II O O
I I J
II O (O V I- O N M r— Lo O r— co O V O (O W) V O (O co (O (O Lo V V V
N m II O co — V co co O Lo V N V V O V N N (M N O O W) V N (M V W
O E j j . .. .. M V M N N N L N 6 CM r- 6 6 I� M aO >
O p)� II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
N N II O O O O O O O O O O O O O O O O O O O O O O O O O O N =
U) II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
-0 O II
C N II E
0 i
O
m > II O (O O I- M OO V (O l(') N l(') lf) O O lf) O V V O M O l(') O V — O
II CD LO m — 'IT LO LO m O N O LO LO V — M O M M M M N V
p C 7 m II O Lo I- V OO V r— O V N O O I- O N r— O (O O O r- OO Lo -O
>' II O O O O N N N M M V V O O N N M M M l(') O M N
Z j II O O O O O O O O O O O O O N N N
' 2 ' U II CD CD CD CD CD CD CD CD CD CD CD CD CD CD CDO O O O O O O O O O COD, ' U
I I X
cn Y o m
� YUU ii N
-O II C N MV LO 0 I- M O CDN M V lf) (O I� aO O O N M lf)
C II 0) N N N N N N ,
W II N C
C I I m 0
N I I
� U
Z 0) ii a)
O U
z ~
0 II Z Z m Z ZLO
Z
~� =
� JQ
N
0 I
UQf -O . o p O
-2m m ` >fr W LU 0 mo mLcc:: nZE> W C N -O > m
o > JJU°oa)
LoCU
n W U O N 0) Y O C -0WnQQ o E
mQ >O O N O O O DL o o o a) o Oc1 o
of O > ' nH H H QU i
O i Z
I I
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou a} aw oell ti
M M
a
a�
U
m
IL
O
O
0
o
; o �
o w
o w
U)
•-__i w
i U)
p Q
O
W '
W C� ,
a Z --,
z '
J '
W '
W > o
QOo
W o i w
L U)
w
w
p O� cn
o
o
m o
= Q10
o
H p
Q o
� � o
o
o
O
O
O
O O O O O O O O O
O O O O O O O O
I� co LO It co N
(HdW) peedS e6eaand
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou :juq g3ejj o0
——————
11
0) a) I I N co 'IT CDV L
s O ii n.
U)m CO
U I I U
W II U
U 1 1 O I� O l(') Cl) Oo
a
� C II M N (M � (M M O N M
M O
� O > CD CD CD CDO CD O O �
U U a) II CD CD CD CD CD O O O
U m C > U) II O O O O O O O O O
a) O FD II
O a) U
C U) W Q UO
H (�
II II II II II N N II (�U) U U U U) U)
Qu Co > U i U ~ ~
1 WUU) WQ * II
LL u
O
W io o
m
c a) c EL U
O O O II
i U) fn II
O c II V (O M I- O N LO N I- r— 00 LO 0') O) O N N O I- L 1- 0') 00 0)
O N O E > a) O r- V co N I- r- r- (O Cl) 'ITI- CD
J 12 U p) M a) II N m m V N N m V LO LO LO LO M LO LO (M LO V V V V LO V LO (M V
II II II II II U) ~ U II
H U) m
I I co
a) II LO
N U I I M co
O O II L O
m II Cl)
V N II O
W II
I I
I I
II p Lo m 0 O Lo 0 0 N Lo O � N V O r— O 0 Lo m N 0 O m m
a) II O O N (M V 0 0 — (M M M LO O O O V N Lo O Lo I- m 0 m m O
a) U II O m N m O I- m N V m M V N m O V O
} E cc II O M 0 0 m Lo V N V O N 0 I- M r- m N N N N m Lo m m
Q Q L O N II O
W E 0- a) II
� E U) i5 I11
I
LO LO
0
V V a) II CD LO 0 'IT CD 'IT CD m M M CD 0 0 M M O V N V Lo CD
Z r > a) II 0 M — LO CD M LO M M LO CD CD CD V I- N N V CDI- Lo M M O
p ) U I I O 00 — m 0 - M - O
a) C II O M O 0 LO O N M M M M 0 N O 0 m 0 O m (O O LO r— N
Z a) E N II N N m V V V V LO 0 0 I- r— m m m m 0 0 0 N N
T II N
LL m m p II
W a) a) II
II E
_0 II LO Lo N
_0 LO Lo
a)
E I I N N m
II O O a)
WII O CD
II O O
I I J
II O V 00 LO I- O co O O LO V (O N N N (O O (O (O (O M N 00 Q'
a) II CD 'IT LO CD (M (M — lf) CDO (M O N LO M N LO V — CD O O — LP W
a)
O E a) II CD N CD 0 LO I— N M I— 'ITI— M N N N M 0 N 'IT N CD >
0 o f II O N — — — — O O o o o o o 0 0 0 0 0 0 0 0 0 0 0 v p
N NF= II O O O O O O O O O O O O O O O O O O O O O O O O O O N =
-0 O) U) II O O CD CD CD O O O O O O O O O O O O CD CD CD CD CD CD CD CD CD CDa)
O II
L
0 i , a) II , E
-0T m O V N I- V V I- r— 00 r— N Cl) r— 00 V M 00 O (O LO) r— Cl) V O N O
O N — O — V — N — N V V V Cl) O (M N — (M (M O O — N
O (0 .. .. ..
O 7 m II O O V V O 0 M (O N LO) M I- V N O V I- O Lo N V 00 O -O
U) M E E II O N V Lo O N N m m V Lo Lo O N (M (M V V V Lo Lo 0 0 0
-O M II CD CD CD O — — — — — — — — N N N N N N N N N N m m m M
' 2 ' p II CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD ' U
I I
U] m II O N M V Ln (O I� W d) O N M V 0 a)
D U) U U) II N M o O W m 0 N N N N N N N
O lf) V (C,4
N 0 00 r- (.0W) "I. M N
_C II .ate N N N N N CR
W II N C
C I I m 0
a) II
vi E U
Z o
O U
z Z op z z
p II ZLO
~ O ii o m` mm0 ci) U z � om` z� � �
U U) p II N Y `o Co p` O a) m a)
ofWQLu o II -0 a) � -0 a) -0 mmNmQ zU)� m E m cm mp` cm` E
> LU ii � � m > 2 m5 > E m s m � � � � a) T J o
a) U s U -E m a) Q cn
� WH � U � ii U) � '� m aUi ali � E cYla_ co a) � o NU NU m > Y �
Q U) Q I II -p O O O m Y N m Z3 C O N o - - O s V L != i m SC I W N
M W } II O m a) m (0 != m O E U 0 � U) m �: U U >+
O > Q I I c`o 0 o c > a) o s 0 0 0 0 0 0 o c`o O o 0 o > o
Q' O > i II U U U Q O U) > H J U J H U I� J Z H W U) m I m Q' Y U O i Z
I I
(aojo=i msei m9U8AUO39N OZOZ) I!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol minjosou :IuawqoellV
Ci
CL
O u
O
IL
o
o
o
o
o
1 w
W
C) 0-
C) 0
UJ
CL Z
IW
w 0o
00 C)
w
w
CL
z 9
w
D
0 CD
o
O
o
O
O
O
9 9 9 O
C) CD CD CD
CO LO It Cl)
(HdIAI) peedS eBejeAV
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou a} aw o ll c
------ --------------------------- b '
cl
II 'M
O N I I co V r— N co O
O II CL
O
N U)
Q II U
N I I (�
M - V M O :IL
i N
O N 0 0 0 (M CD i
O CD CD CD CD CDO '
O U) >, N 0 Q II O O CD CD CD CD CD
O O O O O O O
U C W U) II
i m N O II
fn O 0) O .(0
O U U I I N
N I I
Uu) wQ (� ii U � U ��
Qum > U II Q � ii (� U � U
1 W U U W Q * II U
LL u
O
U) O I� + LO + + +
W o O o 0 0
W
c a) c EL U
oo2 II
i U) N II
H
0) C II O O (O O N N Cl) Cl) O — OO O r— aO O O V O I- LO LO O O
O m p U N N j j co co (O V 0-) Lo V 0-) O V I- O 0) 0) 00 N O Lo V I- V (O co
II II II II II U II
H U
I I LO Lo
o II o O
N U I I
-O O II O O
V N I I
W Q II
I I
I I
II O N N aO I- M co co V O N co aO N Lo Lo m N aO Lo Lo N N V Lo N II O N I- r— 'IT N LO 0 O I- N LO M I- 'IT O 0 'IT0 'IT 'IT N
U II O — O LO I- O LO N cM O V 0 I- N V M aO V N aO I- O aO N O LO
} E coo II O - m - Lo m N N N N m I- M r- M N O V N V - Lo m 0 0 m m
Q Q L O N I I O
W E O N I I
Q E U) Q I11
I
LO LO
i O
V V N II CD N CO LO CO CD (O O N (.0 (.0 aO O (.0I� O I� N I- O LO 0
Z � > U I I CD m 'ITN CD 'IT0 m m 'IT CD CDI- CD LO 'IT LO 0 m I- C) OO N Cl)
O � ) U co co OO O co V OO O - O V O O V (O I� (O (M V N LO V
U O (�00 II CD LO (O N (O aO Co LO aO LO NM M O aO CO LO O r— LO N aO N
Z N E N II — N N N N (M V V LO LO (O I- r— r— aO aO G O O N
T II N
W N N I I
Q Q Q II E
_0 II v v o
� LO Lo
a� N
II o o m
II O O N
Q II o CDE
u O O
II J
i i I I i J
II O N (O I- M O r— O aO N co Lo Lo (O aO Lo O N aO co V O Lo
N U II O O N Lo N V N O V N co — (M V O W) (M O N W) O W) V O W
O E E jj O N V (O V PM PM N N V aO aO I� M lf) M (O N O O O V O >
O O O O O O O O O O O O O O O O O O O O O O N O
N U II O O O O O O O O O O O O O O O O O O O O O O O O O O N =
U) II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
'O O I I
0 L N
O E
-0 i > II O N M O O I— O Or— M V (O I— O l(') O (O V O OO O OO l(') lf) O
m N LO LO V O V O m V m m m O N LO LO LO O V
0 O N M m V O N Lo m Lo V N I- Lo m 0 0 0 Lo r— r— r— r— m m -O
Z U T II O O O O N N N m m V LO O m m m V V LO O N V
O O O O O O O O O O O O O — N N N N
O -O U II CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD U
O O II
Q U) U) U) II N
'O II O N cM V LO 0 I- M O O O N cM "T LO
C II O
W : II N C
C I I m 0
U I I
� U
Z o ii o
O U
z ~
Q Q II Z Z m Z Zi LO
Z
~Q = } I UII
O
c� _
U c I o OW
fr LU o 2 �
NE m J> W > N 'O = > > J M Jo Y oQQ - a � oZ U
W O a- U U) o Co N N c ---
O N c Ym cQnQ -0 LU
U E C N m N a
mQ 0 O 0a) 00 O ? O 0 0 0 o a) Uo c5 > o
of O > Q U Y of m = m n WHZ n OQU U O iH o°)
Z
I I
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou :I aw oell
Nt
M M
a
a�
U
m
IL
O
O
O
o
O �
O
O W
0
U)
W
i
i U)
' O
cl
0
W
W '
a ,
U) z
J Z
W wO 0
O
> r---'------: O L W
O
Q W
-' d
O d
� L
H w
'
' a�
U)
Z o
CO
� Q
O z ----- -
r '
IT
� O
o
o
O
O
O O O O O O O O
O O O O O O O
Co LO It co N
(HdW) peedS e6eaand
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou :juq g3ejj c1
b------ ---------------------------II '
cl
'M
O U II M LO V N V V N
O II N CL I
0
N U 4?
a_ II U i
N II 00 Cl) N 00 Cl) Cl) 00
O — O M LO N N M :(L
' L i a) >' II i 'IT CD CD CD CD00 '
' N i E II ' O O O O O O O O
O U) >, N II O O O O O O O O
U > II CD CD CD CD CD CD CD CD
m w II
I I
inO O _O '(6
U U I I
O U E U Q >. II N_ O
UUwQU II UUUCD U U
II II II II II U N II O H H c/j U
Qu Co > U i
1 w U U w Q * II
LL II
O II
U O + I- 00 + + N t
w OO N II O O O O
a-
C N C EL U) II
O O O II
O c II (O 0 'ITLO O N LO 'ITLO M 0 O m O O LO — — — LO N MN 'IT 'IT
O N O E > N (0 00 N O M' (0 O (M 'IT6 N 6 I- N N O �
p O N N II V N 'IT LO m N m V LO LO LO LO V LO LO Lo Lo Lo V V Lo Lo V W) m T
II II II II II ) ~ U II
H U m (D II
u O
-a o u O
'0 U II O
O II O
V N I I
W II
I I
I I
II O V r— O M M V LC) m m 0 O N N N Lo O N N m 0 Lo r— N N
C U II O O N M LO I- r- - V M O LO I� m m V O N 0 0 I- O m Lo
U U II O O N m O I- m N V O 0 V N m O V O
} E cco II O M 0 0 m LO V N V O N 0 I- M r- m N N N N m LC) m m
Q Q L O N II O
W E 0- a) II
� E U) i5 I11
I
LO LO
i O
V V a) II CD 'ITN I- 00 'IT 00 Cl) (O O LO 'IT0 m CD Lo V 0 m 0 N I- V 0
Z c > U II O O cM 0 N O 0 M N 0 M 0 I- O V m m O 0 M N N LC)
O O ) U II 0 0 — 0 0 - M - O - V O V I- LO M 0 0 m 0 — � O V m V
U O (�Oo II CDM CD LO CD M O (M (M 0 N O 0 m I- O m (O O LO r- N
Z N E II N N m 'IT 'IT 'IT 'IT LO 0 0 LO 0 0 I- r— m 0 0 0
N N N
T II N
LL N N p � II
w N N I I
II E
-p I I O N
u
_0 a) II CD N
E II O m
H II O E
LJ II CDE
u o
I I J
i i I I i J
II O co N 00 co co O (O LO O co LO O O (O V I- co O co (O co V M N l(') Q'
!= I I O V O N — lf) V — N O LO O — N N Lo N c) V — V N O O O N
w
O E a) j j O 00 V 00 O r- V M (M L6 - N I-: Or�-: r�-: (M N N N (M V (O N V N M >
0 0 E II o o o o 0 0 0 o o o 0 0 0 0 0 0 0 0 0 0 o N p
N U) ~ II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
� O II �
0 U II E
Q i > II O M LO m 0 0 0 LO 0 0 m m m I- m I- V I- M O LO m N LO 0 m O
N m V V N m N — m LO LO V V O m LO LO — LO m LO m 0 0 0 0
CDM N CD - 0 M 0 N LO N (M CDI- - V 0 O N I- V 0 CDN -O
(n U T E II O M VC) O O L N M M VC) O O L - - - - N N M M V V _0
�+ N j II 0 0 0 0 0 N N N N N N N N N N N N
r_ -O p II CD CD CD CD CD CD CDO O O O O O O CD CD CD CD CD CD CD CD CD CD CD O U
O O II
U) Y ' II N M V Lo . . W . � � N M V Ln CO I� W d) O � N M V Ln ' N
D Y U U II N N N N N N N
O lf) V M N 0 00 I- (.0 Lo "I. (M N
_C II .ate N N N N N CR
w II N C
C I I m 0
U I I
v) E U
Z 0 ii o
O U
z II Z Z m U) Z Z
p II Z LO
~ O ii 0z � � m` z�
U U) p II N Y `o m p` O a� m � a�
ofWQ' LU o II c � � °� -2 UmNmQ Zcn� m m cm cop` cm` E
> w H ii m c`o > k > m s o T J 0
a) U sU � oQ U)
FLU U � ii U � '� m aUi a=i � E cY = � mmm o � 0 NU u) > Y �
QU) Q I II _ o Y m m 0rn o - - 0S s mY = w 6
O m w Q ii m o 0 �° coi c m �� c E o � a U U U >
a) O O o 0 0_ o c`o 0 0 0 o > o
Q' O > i II O C) O Q O U) > H J U J H U IE I E J Z H w U m = m Q' Y (-) 0 i Z
I I
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll Cl)
Nt
M M
a
a
O V ;
O IL
o !
o
' o
O
' o
i Q
- W
W
i
O 0-
W
Q
W
cn
z
o
W> W -- ----
Y
' o
aao
W 0
w
Z CD
W
CD
ci
O M O
m
OZ ,
' o
7
o
o
o
o
,
,
O
O
O O O O O O O O O
O O O O O O O O
I-- CO Ln It CM N
(HdW) peed$ eBejeAd
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou a} aw o ll I
M
Cl) O) O I I O N V I- CO L N co M
C
U m Cl) II CL
' > ' 11 ()0 (000 (0 OV LO NV
I I
c II
O to >, N
N >' I I i O CD CD CD CD CDIL
O ('7
70 > E m II O O O O O O O O O
CO Z W p) N II O O O O O O O O O
O O O O O O O O O
O N U I I
o SZ I I
UcowQcl) > II
I Q II II II II II N �- II ' Cl) Cl) U ~ (h Cl) Cl) Cl)
H H H J Cl) H H H
1 W O CO W Q * 1 � II ~
0 II
O II
Cl) 0 I I + L + + + + +
W O O II O O O O O O
� m O N I I
H c N U II
O_) 0.0 II
E (n - On II
c II V N O m 00 O m O N m V m 00 O O m
21 00 LC) V V 00 C7 LC) CD N r- 0-) N m CD CDLC) 00 00 O
J 0 U 0) N LOB V LOB V V m V V V LOB LOB M V LOB LOB LOB V V V V V V LOB LOB V
II II II II II N Cl) II
' � Hcom (D Cl) II
of H 0 U II
II O
O O II CD
N U II O
U T) 11
X II
W 0 11
I I
_ II O 00 LO LO C7 00 N (O LO C7 (O O O V N O N 00 N N O V 0) LO r- N LOB
O II CD O 00 [- ITN LC) C) CD 00 N O 00 O M N O LC) O LC) LC) CD
a) II O 00 O LO N M O V O 00 N V O 00 V N = 00 � O 00 N O (O
} m II O c7 LOB c7 N N N N c7 (O (O N OA V N V = LOB (0(O O ('� 00
0 O
II
� O
1 j N II
0 E (n 0 11
LO LO II
LL
O V j 11 CD M 00 O r- N LC) LC) r- r- O r- O CD 00 LC)
Z U) _ O II CD N m N O ITOB CD CD 00 M L 00 CD IT IT r- CD r- N O IT CDO �'O m C l l CD CD LC) M N 00 O M V 00 O r- O V O O IT 00 O IT IT O L07
� N m II CDLC) (O N (O 00 C7 LC) 00 LC) NM (O O 00 C7C) 0-)L LC) N 00 N
II N N N N m V V LOB LOB O 00 00 G O O N
LL m m U 0 II c
� W N N � I I i N
II O N
a) I I O U)
-O N II U)
11 p m
II CD a)
X H II p E
W II CD J
II Q
II O C7 V V (O C7 V O O V I- (O 00 C7 I- I- N 1- O (O I- O V O of
O O O II O N = O V V N N = V O = V V LOB O N = V O V N M N N = V LU
E II O N V N O LC) M M M N LC) 00 1 � 1- M � LOB N (O N 00 O 00 1- V O
N 0)F 11 O O O O O O O O O O O O O O O O O O O O = O O = N 0
O II O O O O O O O O O O O O O O O O O O O O O O O O O O N a)
Cl) II O O O O O O O O O O O O O O O O O O O O O O O O O O O '
o U a) II E
> II O M r O V M M [- V O 00 O O m O 1- 00 O 1- O N O O m 2
O N m ITN = m O = LC) O N O IT IT V = N O = LC) N O N V O
c O II O N O 00 V 00 ('� O LOB (O V r- OA V r- cy) LOB V LOB (6 O LOB N
O O O O N N N ('� ('� ('� V LC) O N ('� ('� V V LC) O N (l _0
m II O O O O O O O O O O O O O N N N
' U II O O O O O O O O O O O O O O O O O O O O O O CNDCNDCNDCNDU
c II X
Cl) Y m 0 11 m
D Y C) 11 U)
c N M V LOB O 1- 00 O O N M V LOB O r- 00 O O N M V LOB
C *k II 0) N N N N N N
C
W 11 N �
c 11 CO 0
E II U
cn
Z a)
I I
U U I I _ 0
Z 0 11 Z Z s m z Z
U 11 " Z
0 II N 'O 'O Z m 0 m z U (n (n m m m 'O N
Ucn00 ii � m 0 0 p m `o � � �
� LLLuofw o �� m c0 � m �° Em � (nZ E � [oN [oof
W H i C N O L � 0 m m > m J J
OWHD i 0 � ii Y �° mU � U coo � UmE = Y °� E m a) mm � 0 < Cl)
a) c c Cn
Q (n Q i U II = Y m .� E t U - 0 U) Y m c O c -0 LLJ N
M W } 11 > 0 0 m rn E 0 E c m c ro s m m m rn
O Q 11 0 m o o c`o o sz `o 0 0 0 o � 0) a) � 0 — 0 `m > 0
I of O 0 i II U Y Q' m S m (o W H Z J II U H J U J H (n O Q U 0 0 0 i Z
I I
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou :IuawqoellV LO
Nt
M M
a
a�
U
m
IL
O
O
0
o
o �
o w
o w
U)
w
i U)
i O
cl
i
o �
O
Q
W '
W '
az ,
J z
W o 0
> O L w
Q � OD
U)
, L
Q w
U)
� o
m o
H
w cl '
Oz ,
zO ' o
� � o
o
o
o
O
O
O O O O O O O O O
O O O O O O O O
I� co LO It co N
(HdW) peedS e6eaand
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou a} aw o ll
Cl) 0) o II O O co co c? (o
U)
� O II
U m Cl) II Q.
> c II LO N N V c3
O to >, a)
a) >' I I i O O O O Q.
7 U > E m II O O O
m Z W 0) a) II O O O O
t� a) a) 0 O O O O
0 a) 0 C II
o SZ I I
co
W Q U U 1 > II
' } II II II II II O a) II c N co
Q Cl) m > U N Q II
H Cl) H
1 W U CO W < 1 � II ~
0 II
O II
Cl) 0 II + + +
LU O O II O O O
F (6 m II
H E 0 N 0 I I
_�_0- II
E (n - U) II
3�. 0) V r- 00 O V c) c) Co LC) 00 N a0 V O 0-) V 1- 0-) c) (O I- V r- 0) Co. LC)
2 O > O II Ob V N (O V (O N Ci L6 N (O [,� (O L6 OA Ob O O O (O O r,� [- O
J E 0 U Lo V Li) V V V V Lo Lo Lo Lo V Lo Lo V V V Lo Lo Lo Lo V Lo V LI)
II II II II II Cl)
J fY H 0 U II
II O
0 a) O II CD
II O
U I I
X II
W 0 II
I I
I I O c) LC) 00 LC) V (O O 00 00 V O O O LC) m O V 00 LC) O O
c m II O M M V O O N V [- [- LO) O CD N LO O N LO [- [- O O N
I a) C II O O N 00 O r- 00 = N V 00 O V N 00 O V O N N Lo O r- Lo O LO)
E (6 II O c7 (O (O Ob L6 V N V O N (O r-� (O r-� c7 N N N N c7 L6 C7 00
II O
1 j 0 a) II
0 E co 0 11
LO LO II
LL I I
V > II CDC7 00 (O LO) N N CD 00 N N N O O M N [- CD M O C7 N
o Z U) _ O II O V 00 C7 0') (0 00 N O � C7 V C7 C7 � CD (0 LC) 00 C7 O O O C7
m C 11 C) 0 m 0 r— (O r- CD LC) m O V [- LC) LC) O O m LC) = 00 m C7 V
H Na) (6 II CDC7 CD (0 LO) CD N (O 0') C7 C7 (O NM (O C7 [- O C7 (O CD LO
II N N C7 V V V V LO) (O (O 00 0 0 0 0 0 0 N N
LL co co U 0 II c
� W N N � II i a)
0 0 0 11 E
I I O a)
a) I I O
0 a) I I On
E 11 p OO
I I CD a)
X H II p E
W 11 O J
II Q
II O 00 V O 00 O LO) LO) V C7 (O O LO) N O O O N N O O C7 (O V fY
0') N II O = = = N CD M LC) CD CD LO N N m N V m CD V CD V CD LC) LU
E m II CD V r- 0') O 00 N LO) N LO) N O V N N N ('� V O .. V .. 00
N O0) E II O = CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD O O 0
a) F II O O O O O O O O O O O O O O O CD CD CD CD CD CD CD CD CD CD CD N N
-0 - Cl) II O O O O O O O O O O O O O O O O O O O O O O O O O O O
O II E
0 0 0
> II CD 00 N N CD V O M O V N V m N m Lo V m O N
L >+ (6 II O = (v) V = = V = = N N = M LC) O m O m N O O V LC) V V
C
0 7 m II O V O O 00 O O O V LC) 00 LC) V N O V O O N L07 O L07 ('7 ate)
� >; E E II O N ('7 V V LC) LC) LC) O N m V V LC) LC) LC) O O O N N -0
� O6 Z) F II O O O O O O O O O cc,:)
cc,)
cc,)
N N N N
' m 'O ' U II O O O O O O O O O O O O O O O O O O O O O O O O O O U
O cc II X
Cl) of(n U c II N M - - - - W O O N M V L2 C2 W d) O N M U)N N N N N N
C LC) V C7 N O O 00 r— O LC) V M N 0 0 00 r- O LC) V M N .
C *k II M N N N N N N
C
W
a) 11 CO 0
E II U
E
Z a)
I I
Cl)
Z
O 11 z
U cnO ii In` mmu� c� U pz � � mz �
W U 11 � o m p o m o 0
W W O II �_ N co CO *k CO E Z Cl) U m E 0 m U 0 m J
W H i m > m N T J
= Q I o i i o f U m U = °� > a� o = � m m o U a� s U a� Q Cl)
0 L1J 0 0 11 Cl) c a) a) -0 E c Y o o m a) o rn U rn U m Y of
Q Cl) Q i U 11 -O C O C M Y 6 C O0) On o p) � V t C � (6 SC = W N
M W 11 O O N m m O c E 0 (n m U U >. 3
O Q II (6 O U c a) 2 0 0 0 0 `0 O0_ 0 (6 O o a) O > O
I rr O 0 i II U U U Q O (n H J U J H U I'L I` J Z H W (n m = m of Y U O i Z
I I
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll
Nt
M M
a
a
O V ;
O 0.
0 1 '
♦ � I I I I
o
o
o
i
i
W
W
i O 0-
CL
Q
z
o
w W o
i
a W aoo p
W
a
r w
OO
m � o
m
a
o Z --
o
o
7
o
o
o
i
i
i
,
i
i
O
O
O O O O O O O O O
O O O O O O O O
I-- CO Ln It CM N
(HdW) peed$ eBejeAd
(aojo=i ms l L a an ooa ) I!q! x j! - aoao )Is l OUOAUOOBU o} uolinjosou :juq g3ejj 0
M
M s 0) N 11 N O I- O (0 C9 O M
U)
� O II
U m (n II Q.
> c II CY) CY)
C7 N N
10
N >' II ' O O O C9 IL
O Z) 0 N O
7 U U O II O O O O O O
CO Z c W N II O O O O O O
N N D O O O O O O
0 N o N � II
O U E U
Q I I
UcoLu < cl) > II
Q II II II II II Q � C0 C0
H C0 H H C0
1 W U (n W Q * 0 II ~ ~
LL I I
O II
W O O II O O O O
N II
H c N m e II
O) 0.O II
E (n - U- II
j H U N
H 0) N _ -O 00 Lo (O Lo O (O C7 C7 N O O O N Lo 0 m O N O m I�
r- O) (6 O I O a) II 00
a) 0 U 0) i a) II N LO LO LO IT IT IT IT IT IT IT IT LO Lo Lo Lo M V m T V V Lo V
II II II II II N C II
' H (n m U II
H 0 U 11
II O
O N II CD
N p II O
U T I I
X II
W 0 11
I I
I I
II O (O O) 00 00 V V C7 O) LO C7 O) O LO V O 00 O) O) O) (O C7 O) O V
c a) II O M O O 00 ;a- N LO N ;a- 1- N IT O N N 0 LO 0 LO LO V N
I a) c II O 00 LO O LO N M O V O 00 N V (O 00 V N = 00 1-. O 00 N O (0
(6 II O ('7 Ln ('7 N N N N ('6 O O N O V N V = Lo a0 (O (0 C7 00
p) I I O
1 j O a) II
0 E co 0 11
LO LO II
LL I I
V > II CD LO M LO N 0 O 00 M 0 M N N 1- O 00 r- O N LO IT IT
to _ N II O m m V N O LO 1- 00 V I- m m I- 1- O 00 00 V = O N (O
o -O O C II O O LO C7 C7 00 O C7 V 00 O I� O V O O V (0 00 (0 V LO C7 (O LO
H N (6 II O LO (0 N (0 00 C7 LO 00 LO N O (0 O 00 C7 LO O) I- LO N 00 N
II N N N N ('� V Lo
Lo
Lo
O a0 00 O) O O N
LL cB cB U 0 II c
� W N N � I I i N
II O N
a) II O U)
-p N II U)
11 p (0
II CD a)
X H II O E
W 11 CD J
II Q
0') N 11 CD N CY) (0 O LO O 00 CD CD 'IT LO N I� 0-) 00 'IT LO N 0-) 'IT 'IT
a) II CD M M = N CD CD ITN CD LO M LO IT CD CDM = M LO CD M N ('7LU
O E II O N V (O Ln CY) CY) CY) N 'ITa0 a0 N I� N Ln N (O N a0 O a0 I� Ln 0-) O
N O)H I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = 0 0 _
a) II O O O O O O O O O O O O O O O O O O O O O O O O O O N N
' N ' C0 II O O O O O O O O O O O O O O O O O O O O O O O O O O O '
� I I
0 U O II E
O p
(6 11 CD LO CD LO ;a- N N N M CD ;a- O 00 I- Lo O V 0I- O Ln ;
(6 O II CD NY) CD CY) IT IT N ITLO ITLO O V O CO N CO LO ('7 Lo
c II O N 0 00 V O M 0 O N 0 V CY) (0 V (0 00 CY) L0 N V CY) CY) V N
Z Cl) m11 O O O O = N N N N M M V LO O N C7 C7 V V LO O C7 -p
II O O O O O O O O O O O O O N N N N
' (6 ' U II O O O O O O O O O O O O O O O O O O O O O O O O O O U
I I X
(n Y N IS 11 N
DYUH i i U)
c N CY) V LO (0 1- 00 O) O N ch V LO (0 00 O O N M V LO
C
W 11 N �
a) 11 CO O
N II U
cn �
Z a)
I I
C0 II 0
Z 0 II Z Z C0m z �Z LO
O 11 Z
Z II a) 'O 'O Z CO 0 m z U (n (n CO m m 'O N
Ucn � ii � m � o 0 p Co 0 � � �
� LLLJ LU o �� CO c0 mm c �° Em � (nZ � � [oN [oa � a) > a) -0 J E
W H i C N p L 0 (6 m > (6 J J
OWHD O � ii Y �° mU � U U o � Ummm � = Y °� > � o om 0Lr) O � U
o c E c (n
Q (n Q i U II = Y (6 .� E t U - O to c r 2 Y (6 c O c -0 LLJ N
M LLJ } II T U U � (6 (n U E c O m t m O m O
O Q II O N O O (6 O Q O O O O O p C U — O (6 > O
I O 0 i II U Y Q' m S CO (n W H Z J I� U H J U J H w O Q U U U O i Z
I I
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou :IuawqoellV CD
Nt
M M
a
a�
U
m
IL
O
O
0
o
, O
W
o
o w
' U)
,
W
U)
! Q
cl
' O
; O Q
W
W '
aZ
J
z '
W
> O o
o i W
o d
Na ' oo
,
~ w
cl
' U)
N _
040 '
m o
,
' o
,
ce ,
0
Z W '
� o
,
o
o
------`-----'
O
O
O O O O O O O O
O O O O O O O
Co LO It co N
(HdW) peedS e6eaand
(aojo=i ms l mOIJOAU03ON OZOZ) I!q! x l! - aOJO )Is l OUOAUOOBU o} uolinjosou :juq g3ejj LO
Cl) O) a) II O co V
U)
� O II
U m Cl) II Q.
o m O CY) 1- cm O co O U
> c II N ch O V O LO V LO
O fn >, a)
a) >' I I i O O O O O O O V 'n.
7 U > E O II O O O O O O O O O
CO Z c W O) a) II O O O O O O O O O
a) a) 0 O O O O O O O O O
0 a) � U II
O U E U Q I I
O (n W Q (n 1 > II m
I Q II II II II II N �- II Cl) Cl) Cl) U co m Cl) Cl)
Cl) Co H H H H � H H
wUccl) LU< F-- ii U �
0 II
O
Cl) 0 II + + + + + +
W o oN II O O O O
m o 0
H c a) U II
O) 0).0
E Z) (n — in I I
j H U a)
(��6 � 0)O 00 (O LO V N O C7 (O O 00 (O 00 CD 0-) N (O C7 00 LO C7 C7 00 LO I— CD
I > a) II I— (O C7 (0 0-) -IT 00 LO C7 -ITI� 00 [- -ITV V CD N I— I� LO I� (O
a) H D U p) O II LO IT IT IT ITC7 IT IT LO LO LO C7 LO LO M IT IT IT IT IT LO IT LO N IT
II II II II II N ~ U II
' H (n m U , U II ,
of H 0 U II
a) U II p O
X II
W 0 II
I I
II O O N 00 00 O (O O O N 00 (O CD C7 (0 CD Ln Lo
O
c a) II CD CD IT N LO (0 LO N N 00 I� LO N 00 CD IT IT 0 I— 00 O N N
I C II CD N 00 CDI- 00 = N IT 00 0 ITN 00 CD IT CD N N LO CDIT0') Lo
E a) I I O c7 (O (O 00 L6 V N V O N (O (O c7 N N N N c7 LO ('7 a.
II O
j O a) II
0 E co 0 II
LO LO
LL
O V j II CD CD N CD I— C7 N C7 CDN M 00 LO) 00 I— 00 O O
Z U) _ O II O O IT I- N 0') LO 00 0') I— N ITN m IZ CD Lo V L O N CD 00 00 CD
O C I I 0 0 = 0 0 I— (O r O ITC7 CD ITI— LO) Lo CDCDm Lo 00 m m V
H a) N Z) a) II CDC7 CD (0 LO CD N (0 O C7 C7 (0 N O) (O CO I— O) C7 (O O L6 I� N
II N N M V V V V LO 0 (0 00 0 0 0 0 0 0 N N
LL co co U 0 II c
, W N N II a)
0 0 0 II E
2
II
a) a) II N N U)
II O O a)
II O C.D. E
X H II p
W II O O 1J
II Q
II O (0 V V O) LO 00 LO O N N LO O (O V (0 LO O of
O O II O N O N N V M M LO M LO V N V C7 V N V N = Lo O O O Lo LU
O E O II O V a0 O O 00 N 0 N 0 O N I- I- 1- 6 N CO N C7 LO (0 N V ('�
N O) E II O = O O O O O O O O O O O O O O O O O O O O O N 0
a) F II O O O O O O O O O O O O O O O O O O O O O O O O O O N N
-O N Cl) II O O O O O O O O O O O O O O O O O O O O O O O O O O O
I I
O o E
L >+ a) O 0 M I- = 00 O O r- 00 r- N O LO) LO) I— O V V = 00 V 00 V O O 2
O N M LO) N O M = O M M N LO) O LO) N M N V O LO) 0 0
O II O IT N N ('� O ('7 O O ('7 O N O (O N Ln a0 V O (O O ('� O N
(n E E II O = N M IT LO LO O O O N N M IT IT LO O O O N N N M M ' -O
� � II O O O O O O O N N N N N N N N N N �!
U II O O O O O O O O O O O O O O O O O O O O O O O O O O U
Cl) of a) IS
II N ch v Ln o co rn o N ch v Ln o co rn o N ch v Ln a)
Cl) U II N N N N N N I U)
c LO V CY) N O O 00 I— O LO V M N 0 0 00 I— O LO V M N
C *k II N N N N N N
C
W I I NCO �
a) 11 O
a) II U
E
Z
I I
U U
Z 0 II z Z �`p Z Z
O II z
U cnO mmm � c� U pz � OmZ � 0
W U II o m p o m o 0
1 of W of W O II �_ N a3 m *k m E Z (n U m E 0 m U 0 Co J
oW H i m > a) N T J
= Q I o i i o f U m O = °� > a� o = m m o O � a� s U > a) -J Cl)
O LLJ H D O m II Cl) Lo c o o E c Y m a) a) m o o U U) U (° Y
Q Cl) Q U II o c O c m Y m rn o c U 0 = a) Y = W ai
CoW } II rn a) o a) a) c E U c a) U () >
O Q II `a) U c o s o O o O o Q o `a) o O a) o > o
I of O 0 i II O CO) U Q O (n H J U J H U r J Z H W (n CO = m of U O i Z
I I
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll
L
M M
a
a
O V ;
O 0.
0 1 '
o
o
o
i
i
'- -- w
' w
i O 0-
A i O (�
W
Q
W
a '
z
cn '
W W o a>
' O Y
Q W o cv o
' w
a
r �
Z t i w
M � o
O C o
a '
0
OW '
o
7
o
0
0
o
,
O
O
O O O O O O O O O
O O O O O O O O
I-- CO Ln It CM N
(HdW) peed$ eBejeAd
(aojo=i msei m9U8AUO39N OZOZ) I!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol minjosou :IuawqoellV C-) I CM
- -q-
O II LO Cl) C\l C-) — LO
-55 O II
(2)
CL
C-) CO Cl) (l) N
LP
NC-)
EII 9 9 9 9 9
0 (n o
C) C) C) C) o IL
Z- =; 0 > (D (D (D (D
0 CO c UJ U) II
2 - a) - II
5 O a) (0
0
0 U E y
C) CL
U) LLI <
11 11 11 11 a (1) w U) C)
< (/) co > (-) 0 CL
L c) LLI < H II
LI
LL
0
U)
LLI
0-
EL
C
.27)
U)
_0 00 r- m — 00 m 00 r- - — LO N O M LO LO — "T r- — m 00 O r- m 'T
C) (1)(U -FD q- q- r- LO 00 LO N q- r- — C) (`") 0') N 00 r- 00 m m m q- a — Lo -q-
-i 0
i2 >0 E a)CLII V LO LO LO LO M LO m m m M LO LO LO IT
m
II II II II II
U) II
U)
(n co
II 0
0
0
Lu11
E 11
C-) c) c) c) c) — C\l 00 V "T c) CF) V, r- r- Cl) — CD Cl) r- M V, M M 0
(Oj II a M -q-
a 00 LO r- M LO N M a q- a 00 N q- M 00 q- N — 00 r- a 00 N M CO
E r-: (6 r-: (6 C� Gi ';i N ';i 6 06 6 6 (j 06
<
') — o
-i CL CL 0) .NLLJ E E U) II
II
0 LO LO
LL
0 0—
N m Lo m r- q- m r- q- — q- LO LO 00 LO 00 N M N LO M
a (2 N(D (D m m LO 00 m 'q' LO j!�: a 'q' m r- m m m m m 'q- m 'q- LO
LO (1) 00 (D (1) 'IT 00 (D 'IT - M - CO - CO - - (1) CO -
C) LO M N M 00 — M LO 00 LO N a M m 00 m Lo m — r- Lo N 00 N
E Tn 11 N N N N m LO LO LO m r- r- r- 00 00 m a a N
LL C) II
LLI
O II 0
0
E II O
o
LLI II o
(D (.0 C\l CO CO r- LO 00 r-W CO 00 LO (D C\l CO N
a M — (D N — (D LO M 'q- N — (D — LO (D — 'q- 'q- 'q- (D
E LO (D 0
E NT C\, r- LO co C\, C\, C\, lq- 00 00 co r- co C\, LO C\, (.0 E
(D FD c-) c-) c) c) c) c) c) c) c) c) c� — c� c� — c� c� �2 �2
C-) _ _ C-) C-) .. .. C-) C-) N
O II (D (D (D (D (D (D (D (D (D (D (D (D (D (D CD CD CD CD CD CD CD CD (D (D (D (D N
U) II C-) C-) C-) C) C) C) C) C) CD CD CD CD CD (D (D (D (D (D (D (D (D C) C) C) C) C) 0 (n
E
C-) — r- CF) C\l LO C\l r- LO C\l Cl) CO q- 0') 0') — v- r- (,) 0-) Lo r- c) CO CO
> a M q- q- — N M N a LO N M q- M q- LO M N a N N M Lr)
66 ;i ;i
— : : <
CF) C\l ,,
(D (D (D N N N N m m "T Lo (D N co co "T "T Lr)
0-1
E (D
C-) C-) C) C) C) C) C) C) C) C) C) CD CD N N N N LLI C\l E ~C6 C) II 0
O
D c)
c\' M 'q- LO m r- 00 m a— CO �2 O a N m q- LO
NN N NC\l
LLJ C I I co
(1)
U) E C)
z
0
0 LO
0
C\l
F- co
C) U)
LLI Of
0 co co
o-, Lu LU co c i co
= c E -2 co 0 -j E
> LU !E _j =; -i : 0)
= < C) co 0 (1)
�:, < U)
Lo
o m C) (n E U)
LU C) -2 .(n 0 0 c)
U) - (.) C: c 2 32 (D c -2 LLJ
< < �;, L) �6 �: 2 E 0'
ui
0 co LLI < 0 (1) 0 0 0 CL 0 0 c m cm (U > 0
0-1 3: o C) �e Of co co U) w �-o z -0i o -0i ucm): Low) C) co) C) o z
0
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou a} aw oell ch
L
M 'M
a
a�
U
m
IL
O
O
0
o
O �
O
o w
o w
U)
W
i U)
' O
cl
O Q
W C� '
W Z ,
J 0
W
� o
> o
a o d W
Oo o
� L
r �
~ M w
U)
ZM '
0 O
m a O
o
W '
0 -----
Z '
Z cl
o
W o
47�
o
o
O
O
O
O O O O O O O O
O O O O O O O
Co LO It co N
(HdW) peedS e6eaand
(aojo=i msei m9U8AUO39U OZOZ) 1!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol uoilniosou :IuawqoellV q*
LO
CO C\l C\l '0 C\l
m U) 11 CL
LO r- C-) CO C\l
(!?
E - II 9 9 9 9 77 77
0 (n a a C-) C-) C) C) IL
> : - (,) ::(I) o C) C) C) C) a a
0 CO C: - UJ U) II
2
2)
0
= a) 0 1 II
E 11 U)
o Z.) (1)
U) LLI U) U) U)
< 11 11 11 11 11 : (1) UCL
w co > (-) i 0
LLI C) U) LLI < - H II
LL
0
(n 0 II 00 + + + +
LLI
(IN)
2) EL
c 0) 0II
. -2 N(/5
-FD -0II M LO r- LO M M N r- r- M r- 00 9 00 00 r- "r - LO M N "r M N
> (1) F) LO q-
E (1) II L(S) cq) oqo CqF) cq-) oqo (olo) C;TF) 'Lqo- LCO-) (CIF)) L(OC) LLro) L(Ir)) 0;TO CqF) Lcr-)) CO(qo LO
(0) CL
U) II
CO (D U) II
c)
C)
C-)
a) II O
O 2)
II O)
11
Lu E 11
0 C\l LO (D LO (D CF) CF) Cl) LO (1) (D 00 C\l a r- — (.0 q- 00 q- (.0 C\l a
M N 00 9 r(D- 00 — N "r 00 M "r N 00 O "r 9 N N LO M r- LO 00 — LO
< E 0 M M M 00 LO — q- N q- M N M [- M m N N N N m m — 00
-i CL CL Ln
II O
LU E E U) Q II
II
0 LO LO
LL
0 (D 0—
Z U) (8) a) 11 0 C\l r- M 00 'q- LO 'q- M (D - 'q- 00 a a r- a - r- - N a 'q- a N
(n (1) :: 0 C-) 00 N CF) LO 00 C-) 00 M q, N q, m a m Lo F- q- m a a
-0 0 0 M M (D r- (D r- O LO (1) (D 'I- r- LO - - - (1) - - - - (1)
c 7 cII 0 m a m LO a N m m m m m N m m m r- m - m m a Lo r- - N
E (u 11 — N N m LO M m r- r- 00 m M M a a a
=; I LI)
LLI
O II C)
C,
E II U II C)
x II O
LLI II O
C II 0 (D (.0 (.0 LO r- r- M M M M LO a 00 LO 'q- M N M 00 M M 00 M 00 N
0 q, M N q, N - M q, - LO LO M a - m q- N LO q- a q- q- LO LO q- N
00 00 6 00 N m N LO N r- r- r- Lo N N N m q- (D m N r- i E
c E II O (D (D (D a a a (D (D (D (D a a a a a a a a a O a - c\j
0 (D (D (D (D (D (D (D (D (D (D (D (D (D (D (D O O O (D (D (D (D (D (D (D C\l
U) II 0 C-) C-) C-) C-) CD CD CD CD CD C) C) C) C) C) a a a a a a a a a a a CD (n
E
0 a MN r- q- N LO 00 q- a LO LO M 00 N Lo r- m q- r- a 00 q- N
> 0 q- — q- N LO q- N M M M a a N Lo q- a Lo q- Lo m N — a
CF)
1� (,) II 6 V &i 6 N 66 (D 00 CF) C-) r- lq- C-) (1) Lo 00 Lo M N <
-5 'q- LO LO (D - C\l 'q- 'q- LO (D (D (D (D
F
E .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. (N (N (N j�
"
C\l E 11 0 (D (D (D (D (D (D (D N N N N N N N N N N LU
=; 11 0 a a a a a a a a a a a a a a a a a a a a a a a a a >
C6 II 0
II E
0
0
0 N M V L�2 O2 0 N M 0
0
U)
x
D U) c)
LO V (1) C\l C) CF) 00 r- (D LO V (1) C\l O CF) 00 r- (D LO q- (1) C\l
N N N N N C\l — — — — — — — —
2,
LLJ C I I co
0
U) E II U
z
0
0 co LO
0 iico >
UU)iQo
LLI Of co
0 M C CO (U 0 E
-2 L) 2 c = L) -0 0)
-,- m 0
o,- LLI LLI > > W E E _j
M -j
> LLI
co co >
0 co U)
LLJ co E D) n <
< U) < C-) o =0 'C m Lu
CO UJ < 0) E o 2 U) m 0 0
0 m 0 6 3: (1) o o 0 0 0 CL 0 w 0 > 0
0-1 o L) C) < 0 w c) -i c) -i z w w m coo Dof �e C) o
z
-—---— ———————
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou :IuawqoellV LO
LO
M M
a
a
O V ;
O m
o IL
0
o
o
o
i
i
w
' w
i O 0-
W
W
Z '
a
z
W -- Y
i
00
w
w
a
Z '
M w
CD ' O
O
O � o
m
W
Z
o
o
O
o
i
O
O
O O O O O O O O O
O O O O O O O O
I-- CO Ln It CM N
(HdW) peed$ eBejeAd
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou :juq g3ejj (0
L
M i
Cl) O N II O N Cl) O 0? 1? V N 00 M
N 0 ��
U U II CL I
(o U)
W
II LO LO Cl) LO N r— 00 '..U
a) C II N N O N LO N V
U N II O O O O O O O O n'
a) E a) I I
IICD CD CD CD
O � a)a) II CD CD CD CD O O O O
O U >+ a) U) II
I I
i m a) O II
O 2) a)
O a) U II _ -O
o U ( W o II U) M U Q Q U W
(O a) II U) U U ch
Qu u u 11 II Q ii ~
JUnm > U > u
I W U U W Q * H II
LL II
O II
U O LO + + + + + +
W OO N II O O O O O O
W
Hc a) != W U II
i O O O II
U II
U
N M 00 V N Co Lo Lo (O M I— — r— V — — — — 00 (O N O O N V (O
O N O N a) II O LO r— 0-) 00 V I- co LO CD N co CD (O N 0-) I- Lo V (O Lo
O om o
u II II II II U u
J U , u
u O
-aa) o u O
U II O
'0 O II O
V N I I
W II
I I
I I
II 0 m m m m m � N M Lo m m m V Lo 0 O O O N 0 N O I-
N II O N O M M (M N N 'ITN LO O I- N M r— O N m m 0 0 V Lo N
U II O — m LO I-- O LO N m O V O m N V 0 m V N m I� O m N O 0
} E (co II O - m Lo m N N N N m I- M r- M N O V N V Lo m 0 0 m m
Q Q L O N I I O
W E O a) II
� E U 11
II
LO LO
0
V V a) II CD 00 N LO CO CD N 00 O 'ITI- CD I- N m I- 0 I- I- O Lo I- I-
Z C > a) II O N N V N O V I- O (M LO O I- LO V r— O LO M M
Q
N O II O (O N (O m M LO M LO N O M O m M LO O r— LO N m N
Z a) E N II N N N N m 'IT 'IT LO LO 0 I- r— r— a0 00 0') CD CD N
T II N
LL N N U � II
W II
II E
-p I I O N
u
_0 a) II CDN
E II O m
H II CDE
LJ II CDE
u o
I I J
O II O V V LO O co co I- LO O co O V O V O co V V I- N r— W) 00 V
_ a) II O V LO V V N M V M LO LO — M O N LO M LO — M LO LO V O W
O a) E j j O V M V M (M (M N L6 r�-: r�-: Nr�-: (M l6 N A N O - 00 M V (M >
a) II O O O O O O O O O O O O O O O O O O O O O O O O O O N =
U) II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
O O a) II E
O LO O V 'IT r— Or— N NLO V a0 I— V a0 N M O N O V N II O 'IT LO 'ITm N LO N — 'ITM M 'ITN M V O - m N V — 0 0 - 2
O 7 a) II O .. Lo I- V O N Lo O N I- Lo m Lo m 0 I- m Lo m 0 Lo I- M m I- -O
Z (0 E E II O O O O N N N M M V Lq O N M M V V Lo O — N M )
U) 'O II 0 0 0 0 0 0 0 0 0 0 0 0 0 — N N N N
U) U II CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD U
I I
U) Y a) II N
Y U H II N
C N (M 'IT LO 0 I- M O CDN M V L2 (2 I� a0 O CDW N (M "T LO —
_C II O
W I I N C
C I I m 0
a) II
E U
Z o ii a)
O U
z ~
Z
Q II Z m Z Zi LO
Z II m Z L Z m C N
~ O II O 'O Z m U (n U)m m O-
UcnQ II m � .c O p` m `o Y -U5f o
�_ W LLJ o m c m E m cn Z E m m c`o 0 2 J
� fW H i O a) O L N N > J J
= Q I o ii a>i > � � U � � 0 � 0 omm � = oa > °� = Umm oQ °)
LU O W II Y (o U N O (n o a) m o o n Y c E Z a� a� c — LO U) � cn
QU) Q } I O II = y m '� c s - o- -_ o N o c m m Y (o c0 c -0W 6
W II > U U m c U E c c io m a)
O m Q I I O o 0 0 (`o O I? O o 0 0 0 = o a) >: c U m o 0 (`o > o
Q' O > i II U Y Q' m = m (n W H Z J I� U H J U J H > Un O Q U U U U i Z
I I
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou a} aw oell ti
L
M M
a
a�
U
m
IL
O
O
0
0
O
O
' w
o w
N fA
---i W
i U)
cl
' O
O Q
W O '
ui
a Z
cn Z
uu p o 0
---- o W
Oo
U)L � L
o
Z , 1
� M
0 �� H
m o
o
O w ----
O
O
O
o
O
O
O O O O O O O O
O O O O O O O
Co LO It co N
(HdW) peedS e6eaand
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll 00
LO
ch ;
Cl) O N I I O — LO LO M N M
N o ��
U U II CL I
(0 U I I r
Q II
II (O LO 1- Cl) N '..U
N C II O LO O M l0)
U N II CD CD CD O O IL
a) E II
II
O � a)Q II O O O O O O
O U > N U I I
I I
i m N O II
O O N N
UciwQ �° ii U) C� N U)
U II H N U U
u u u u II 1 U
Qum > U c6
w U U w Q * H II H
LL II
0 II
U O 00 + + + +
w OO N I I O O O O
a-
N
C N C m U II
i O O O II
U II
~ c) O N 'O II (O N co I- Lo Lo N aO I- N r— (O — — aO N r— aO — — co N V aO a)
) (0 O > N jj rZ O � (.6OO � l0) O N OO (M IZ O V l0) lf) V O O OO (O (O � (M
II II II II II U) ~ U II
H U m (D 1II
J Q U , u
I I V
-a o u co
M co
O O II O O
V N I I
w Q II
I I
I I
II O OO co r— Lo co co co O O V I- N co N OO Lo r— V w) I- m m O m
C U II 0 0 m m LO 0 0 m I- r— LO) M O V (M V O N 0 0 M O O N O
U U II O O N 00 O I- 00 N V 00 (O V N 00 O V O N N LO O I- (0) O (0)
} E (�0 II O M 6 6 aO L V N V O N 6 I� M � (M N N N N (M (0) (M 06
WQ Q L 0)N II CD
E O N I I
Q E U Q I11
I
LO LO
0
V V N II CD MM O 'ITI- CD N N 0 M LO) M CD M CD 'IT0 0 0 N
Z c > U II CD CD 'ITI- N O LO I- CD 0 N LO) O M M0 N M I- r— M
0 ) () II 0 0 0 0 - M - O V
N C II O M O 0 LO) O N M O M M (O N O (O M (O O m (O O LO) r— N
Z N E II N N m 'IT 'IT 'IT 'IT LO 0 0 LO 0 0 I- r— m m m m
N N N
T II N
LL N N 0 � II
w N N I I
Q Q Q II E
_0 II rn rn 2
�
a� ii N
E I I
II o 0 0
wII o CD
u O O
II J
O II O O r— O O 00 O N LO) LO) V O I- O O O co W) 00 I- (O r— O M 00 Q'
_ II O N N V N — LO O N V — Cl) O V CO V O V O LO V LO O N N w
O N j j O V I- m O O N r— m (0) N r— 00 r— V N co N co V (O V N O >
N O E II O — O O O O O O O O O O O O O O O O O O O O N 0
U) ~ ii 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 i N II E
Q (0 > II O O (O (O (O V (M LO) O (O O O I- (O W) W) 00 (M V N O W) N r
O N LO) (M LO) — — — 'IT LO CD LO CD (M 'IT (M CD 'IT LO (M 'IT (M N N (M LO) 2
N O V 0 0 0 m O m m O N O O I- N V r— O co co Lo I- co 'O
(0 II O N M V O O — M M V l0) lO) O N N N M M V V _0
T'O M II O O O O O N N N N N N N N N N N
'O U II O O O O O O O O O O O O O O O O O O O O O O O O O O U fr O I I
' U
U U n O W O N N N N N N N (n
O LO) V (M N CD M I- M LO) 'IT (M N 0 M M I- M LO) 'IT (M N
0)
_C I I
w II N C
C I I m 0
N I I
� U
Z o o
0 a)U
z ii Z�z op U) z z
0 II ZLO
-0 o m` mmi� z -0 >
U U) U II � rn Y o m Q` Q o s a� m a�
ofw � iu o II a) � � °� � °� mNm � Zc�� m m cm mp � m E
> w H ii m (`o > k m s (D � o T J o
a) U s U m a) Q cn
� WH � 0 ii cn � '� m aUi a=iZ E cY = a_ o � o NU NU > Y �
Q U Q I II 'O != O C N Y N 7 != O N O - - O U w N
0 m w Q ii m o coi c E o u) U () >
a� o 0 o O o_ O (`o 0 0 0 0 > o
Q' O > Q i II U U U Q 0 U > H J U J H U I� J Z H w cn m = m of Y U 0 i Z
I I
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll a)
LO
M M
a
a
O V ;
O IL
o !
o
' o
O
' o
� N
i
W
W
O 0-
i O
W
W C� ,
az '
cn
z '
J W o y-
o
' o
a ao
0
W
W
~ r can
d'
Z r w
M o
C O
m
a
r--
' o
� O
o
o
o
i
,
O
O
O O O O O O O O O
O O O O O O O O
I� CO Ln It CM N
(HdW) peed$ eBejeAd
_ ( oao s m9U8AUO39N OZOZ) I! ! x j! - OOJO=l )ISB_Ln oO of minjosou :juqwq3ejjVo
�...... ' O U I I CO 'IT V CD CD N LO
M
O II
N U) Q.
a_ II �
II o rn 1- 'IT coo m U
LO Cl) N V N
O N coO O '(L
i
U i a) >' II i O i
� II ' O O O — O O
N a.., i O U II O O O O O O O
O > O a) p II CD CD CD CD O O O
O C > II
i m N
O O N II N
N O U II _
U (o W o (� N II (n U) (� M H N
11 11 11 11 11 p a) 11 ~ ~ U U U i--
Q () oo > U o 11
wU () W Q *
LL u
O
U + + + + +
W o o i i O O O O O
a-
N
i O O O 1II
) I I
U
0) � -O a) M co V (O Lo c) E M LoH co c) I— c) Lo r— a) r— N N Loa0 N LoLo0) m (B O N a) 11 V O mm V l(') V'IT 'IT m m m m V r—'IT M O r—'IT 'IT m V 1- O 00 (M LO)
J � ~ pU om o-
11 11 11 11 a VJ 11
H (n m (D II
J p U , u
u O
-aa) o u O
U II O
'O O II O
V N I I
W p II
I I
I I
II O (O V 1- aO (O V V O V (O O 1- r— N M M M N M N V M 1- aO
U II O N O M (O V N N LO N LO 1- N M M M N V LO (O (O V V O) N
U 11 O — O LO I- m LO N m CD 'IT CDm N 'IT (O aO 'ITN aO 1- O aO N aO (O
} E coo II O - m - Lo m N N N N m 1- M r— M N m V N V - Lo m 0 0m m
Q Q L O N 11 O
W O a) II
p E U p II
LO
0
V V a) II CD 0 CD1- LO) LO O O M 'IT CD CD1- 'IT 0N Lo M Lo M Lo 0 CD Lo
Z r > a) II O N (M V (M O V (O M V M N (M O (M O O a0 LO) 1- M M N N
O � � U II O O l(') M M a0 O M V a0 O O V O O V - - - V -
U O (�00 II O (O N (O m M LO) M LO) N CD 0m m M LO) O r— LO N m N
'IT Z N E N II N N N N m LO LO LO 1- r— r— 0') CD CD N aO aO
T II N
LL m m U � II
W
I p p p 11 E
-O I I O N
u
_0 a) II CDN
E 11 O m
H 11 CD
Q 11 o E
u O
II J
I I O (O aO c) Lo V M aO 1- N O aO aO LO) O O M N O O aO N M r—
!= a) I I O Lo c) W) V Lo N lO) C.D. c) N LO) N LO) O W) W) Cl) N W) O W) W) N — O O W
O E E II O V (O V cM N M NLOI— aO N aO N co (O co 0 0 I� >
0) O O O O O O O O O O O O O O O O O O O O O M O
O a) II O O O O O O O O O O O O O O O O O O O O O O O O O O N =
N U) II O O O O O O O O O O O O O O O O O O O O O O O O O O O a)
O L2 a) II 0
O
>, 2 > II O (O 'ITM N N (O N O M O N N LO) M N O (O aO aO aO (O aO I- aO O
� O � II O l(') M N — O M M M O N N l(') V l(') V V N V M Cl) N N V O O �
(0 m U O .. (O 00 LO) O co (O O) N 1- LO) co (O V 1- O) l0) 00 W) 00 O O O I� N -O
ZE O O O O — N N N N (M (M V LO) O N (M (M LO) LO) — N N M l(') )
>+ T E II 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N
-O U II O O O O O O O O O O O O O O O O O O O O O O O O O O U
o II
cn Y o x
pYU1i ii N
C N (M 'IT LO 01- M O CDN M V L2 (O I� a0 O CD (M "T LO) —
_C II O
W I I N C
C I I m 0
U I I
E U
Z o ii a)
O U
z ~
O p 11 Z Z m Z ZLO
Z 11 m Z L Z m C N
~ O II O 'O Z m p U (n (n m m O-
UcnU 11 m � .� o p p` m `O Y � � o
fr W LU o m c p m m cn Z E m m 2 0 2 > � � J �
p � W H i O a) 'O L m m > J J
= Q I � -o ii a)) > � � U � � o � U omm � = o � > °� = Umm oQ
W p O p 11 Y m m U N U o a� m o o W Y c E a� a� c — Lo Uof
U
QLUQ } I U 11 = y m '� c s o- -_ o N o c m m Y m c O -0LU ai
W II >, U U �i m O U E O m !_ N m a) �
O m > Q 11 O a) O O c`o O o_ o o o o o � o a) >� c U �° o o c`o > o
Q' O > p i II U Y Q' m = m (n W H Z J I� U H J U J H > (n O Q U U U O i Z
I I
(aoao msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou a} aw oell
M 'M
a
a�
U
m
IL
O
O
O
o
O �
O
o w
o w
U)
W
i
i U)
' O
cl
o Q
W '
W '
cn z
J
Z '
�
W
O
> r-------- O L W
Q QOo
o d
� L
U)
r w
W
_ U)
Z �
Q ' O
M
m O o
o
H
Q
ccl
LL
'
Z '
0
0
0
O
i I I I
O
O
O O O O O O O O
O O O O O O O
Co LO It co N
(HdW) peedS e6eaand
_ (aojo=i mseim9U8AUO39N OZOZ) I! ! x l! - Oao sB_L OUOAUOOBU of minjosou :juqwq3ejjV
0) N II O N co V M N N M
O II
N U) Q.
Q II �
II O r— (O O 1- O r— 1- Cl) U
O N Cl) N V M (�
O O O O O O O V (L
O O O O O O O O O
a) a.., i i� U II CD CD CD CD CD CD O O O O
O > O a Q II CD CD CD CD CD CD CD CD CD CDO C W U II
i m N
O 2) N
O a) U I I LO
U U) W Q (O N II U O O H U) U) U)II II II II II Q U II ~ U (� U J
Q (n m > U !? II U
J
I LLJUULLJQ * II
LL I I
O II
U) O + + + + LO 1- 1- t t
LU O N II O O O O O O
a-
HC U != m U II
i aD) 0).O 1I I
() II
0) O N -O II N O 0') LO Cl) 'ITLO Cl) r— LO O LO LO 0') Cl) 'ITLO LO LO r—
a� m (D O > N j j O (O (O O (O V � 00 O N E O (O V W5 O O O O N M 00 M N
(1) Q U p) N Q II M Lo V V — N N V V Lo Lo Lo V Lo Lo co V Lo V Lo Lo Lo V Lo N V
II II II II II ~ U II
J Q U , u
u O
-a3 o u O
N U II O
'0 O II O
V N I I
W Q II
I I
I I
II O O O V Lo V m r— V m O Lo M M O (M O (O N O V r O 00
C U II O O V m V (O M m m m LO O M O (M N LO O N LO r— r— O M O
U U II O 00 N 00 O r— 00 N V 00 (O V N 00 CD V CD () N Lo O � lf) 00 Lo
} E o II O M 66 00 6 V N V O N (O � (O � (M N N N N M CO a0
Q Q L 0).2 N II O
W E O- a) II
Q E U Q II
LO LO
0
V V a) II CD O M m N LO N 0O CD 'ITN CD N N m CD CD V N N CDZ C > U II CD M r— M 'ITM O r— M N N Lo M m m 0m 0r— M CDp U II O 00 0 0 M O V M O V lf) lf) O O M lf) O 00 M N V
U O (�00 II CDM O (O LO O N O M M M (O N O O M O O m (O CD LO r— N
Z N E ,n II N N m 'IT 'IT 'IT 'IT LO M r- r- m m m m 0 0 0 N N
T II N
LU
Q Q Q II E
-p I I O N
u
� N II CDE II O Nm
H II O E
LU II CDE
u o
I I J
II O co O LO O (O 00 N M M O (O 00 W) 00 W) r— 00 W) co N 00 O) LO V 'ra) I I O LO 'IT LO 'IT LO m O 'ITN N 'ITN LO — V V N V V O c) .. O O - (M LU
O E o II O M (O m O O V O N Lo — N r— O r— r— Lo N N N m V (O N V N N >
CD N U) ~ II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
�
C L a
0 U II E
-0 U �� O Cl) Cl) 00 00 V N V O (O M N O U') (M CO U') (M 00 CO O LO (O O O
II CD LO Cl) N CD CD 'IT 'ITM lf) CD (M N V N — 'ITN LO (M (M (M (M
O O m O O O CD V m 0m 0m V O Lo r— CD M O r— O m 6 -0
U E E II O . N N m O O N m m V LO O O N N N (M (M (M V V
>+ T II O O O O O N N N N N N N N N N N N 0
-O p II CD CD CD CD CD CD CDO O O O O O O O CD CD CD CD CD CD CD CD CD CD CD U
(n of �♦ II M Lo N M V Ln (O O N M V Lo N
D U) V L.L II N V O coW D) N
O LO V (M N CD CO r— M LO 'IT (M N O 0) 00 r— (O W) 'IT (M N
_C I I 0)
LU II U C
C I I m 0
U I I
E U
Z o ii a)
O U
z ii Z�z op U) z z
p II ZLO
~ o m` mmi� i)U z � Qm >
U cn p II rn Y `o m Q` Q o a� m a)
� w � u1 o II � � °� � UmNmQ Zcn� m m cm coQ` cCoo E
> wH ii m c`o , > > s M m - -0 a) TJ a)
a) U sU � > oQ
� WH � 0 ii (n � '� m api a=iZ E cY = a_ o � o '� p NU M M
Q (n Q I II -0 C O C N Y 7 C i� N O - - i� U = LL1 N
O m w Q i i m rn �° c �° E o u) U U >
a� o O o O o_ O c`o o O o O > o
Q' O > Q i II U co) U Q O (n > H J U J H U J Z H W (n m = m of Y U O i Z
I I
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou a} aw o ll m
M 'M
a
a
O V ;
O IL
o !
o
o
' o
� N
i
i
i 0
w
w
i
O 0-
V+
W
Q
W ,
a O ,
U) Z ,
y-
W o �
W o Y
' o
Q ao
W w
CL
Z Ltd
O , O
M '
mCD
O
m
= 0 ,
O
LL
o
o
7
o
o
0
i
,
O
O
O O O O O O O O O
O O O O O O O O
I-- CO Ln It CM N
(HdW) peed$ eBejeAd
_ (aojo=i mseim9U8AUO39N OZOZ) I! ! x l! - Oao sB_L OUOAUOOBU of uoilniosou :juqwq3ejjVcr
oar II o � v V N rn M
c II
m U) 4.
u ++
a_ II �
I I LO 00 Cl) c) U
.. � (L
,
U , N O � o M ,
E II , O O O CD CD '
N 0) U II .. ..
O > o p II CD CD
CD O O
II O O O O
OC W I I
i m N
O O N
N O U II
C
II
O O_ (0 II (n (n (n
U (n W Q (n N II U H H
Qum > U >�
W U U W Q * H II
LL II
O II
U O N t + +
O II
� O N II O O O
EL U II
i O O O II
� I I
-0II M o) O I— o) N M O (O � N N o) M N Lo � � M (O V O O 00 (O V
_O m O N II lf) M M O m O lf) V N (O V O V (O m O N 00 N O I—
J � ~ p U o m o
II II II II II U) U II
H U m (D 1II
J p U , u
u O
-aN o u O
U II O
'0 O II O
V N I I
W p II
I I
I I
II O O 00 O N 00 O Lo Lo O O O 00 (O V O I- M M N M V (M (O
C U II O m O O m I- m m O LO N LO O LO m V I- O m N LO LO LO V V Cl)
U U II O — m LO I- O LO N (M CD 'IT CD00 N 'IT (O 00 'ITN 00 I- O 00 N 0')} E cm II O - m - Lo m N N N N m I- M r- M N O V N V - Lo m 0 0 m m
Q Q L O N II O
W E !? N II
E
p U p II
LO
0
V V N II CD CD 00 I- O I- (O 0 I- I- 0 LO M O M N M 0 0 0 O M 0 I-
Z r > U II O (M N (M O (M I- r— N V O I- O Lo M N 0 m m O V O m V
O � �
U O (�00 II O (O N (O m M LO M LO N O M O m M LO O r— LO N m N'IT 'IT 0') CD CD N Z N E N II N N N N m LO LO 0 I- r— a0 00
T II N
W
I p p p II E
-p I I O N
u
_0 N II CDN
E II O m
wH II CD
II o E
u O
II J
I I 0 0 00 I- M N O c) O c) O O 00 I- M 0 m 0 m c) c) O c) (O r-
O != U II O — lq O (? O V lq N (? V lq V O O M — O V M (? (? c) O V N W
p E j j O N V co V co N N N V I- r r— co L6 co (O N 00 00 I-: M I-: >
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
U II O O O O O O O O O O O O O O O O O O O O O O O O O O N
(O U) II O O O O O O O O O O O O O O O O O O O O O O O O O O O N
-0 II
O U II E
0 i
O
(0 > II O O O M N V 0 LO DO IO r— LO N O I— M O N N 00 O
CD � N — N CD CD LO
lf) 'IT � 'IT CO N — N N N LO O M — V — N O �
O (0
0 m V O N V r— O V N O N O N c) O N O O O r-
- -O
>' E II O O O — N N N (M (M V UC) Cl O — N N m m V Lo O M N
Z j II CD CD CD CD CD CD CD CD CD CD CD CD CD — N N N N
' � 2 ' U II O O O O O O O O O O O O O O O O O O O O O O O O O O ' U
I I
C� fr N II N
D (n U U i N
'0 II O N (M V LO (O I- CO O O lf)
r- II 0) N N N N N N
W II N C
C I I m 0
U I I
E U
Z o ii a)
O U
z ~
O p II Z Z m Z ZLO
Z II 'O
m Z L Z m C N
~ O II O > Z m p _0U (n (n m m O
C)U) II m � .� o p p` m `O Y
fr W LU o m c p m m cn Z E m m � 2 0 2 � � � J E
p fW H i O N 'O L (0 (0 > J J
= Q I � -o ii a: > - - C) o � U omm � = o � > °� = Umm oQ
W p O W II Y co U N U rn o a� m o o W Y c E Z Uof
U
Q U Q } I U II = y m '� c s s o- - o N o c co m Y m c O c -0 u1 ai
W II �i >+ U U �i (0 C U E C O (0 m N �
O m Q I I O N O O c`o O O_ o o o o o o a) >� o p o o c`o > o
Q' O > p i II U Y Q' m = m U W H Z J I� U H J U J H > (n O Q U U U O i Z
I I
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou :IuawqoellV LO
M 'M
a
a�
U
m
IL
O
O
O
o
O
' W
o
o w
' U)
i w
' U)
� O
cl
� O Q
W W v
CL Z
z '
w 0 p o
------ o W
NQ �� OC) o
U)
� ca
H w
w
co _ U)
Z � 1
' � T
0 o0
m ce
o
= Q
� Q
0
Z Q p
O
o
o
O
O
O O O O O O O O O
O O O O O O O O
I� co LO It co N
(HdW) peedS e6eaand
_ (aojo=i mseim9U8AUO39N OZOZ) I! ! x l! - Oao sB_L OUOAUOOBU of minjosou :IuawqoellV
O N II V V V V N N M M
O II
N U) Q.
a_ II �
II N V LO LO L M O V O U
(M — — 'n N N m
CD - 0 0 O O O O N Q.
O '
i O a.., i p� O II CD CD CD CD CDO O O O
O > O a p II CD CD CD CD CD CD CD CD CD
OC w I I
i m N
O O N
II N_
O V a) .5 a) >. II (h U
O !? i N II �_ U) O O U) U) U)
Uc� wQc� II U U
u u u u II Q �~
Qum > U i
w U U w Q * H II Q
LL II
O II
U O
O t t t t t t t t
w II O O O O O O O O
O N
a-
EL U II
i O O O II
U II
~ c) O N 'O II M I- r— O M — 'ITM 0 N LO N LO M I- N (O 0') (O V — I- N 'IT00
O N O E > N j j (O (O O V M (O 00 (O (M I- V O M I� (O r O (O 00 lf) N N
J p U O Q II — N M V M V M V LO V LO LO M LO LO M LO V V V LO LO V LO M V
II II II II II U) ~ U II
H U m (D II
J p U , u
I I LO
-0 (1) II 0 0
c ii m o rn
N II O N M
V N I I N
w p II
I I
I I
II O m Lo m O m V m V V N LO I- M O (M 0 LO I- M M r— co O
O II O m m I- m LO Or— V LO O 0 I- M O M 00
O U II O 00 N 00 O I- 00 — N V 00 (O V N 00 CD V CD Cr) N Lo O 00 V
} E cr- O o II M 6 6 00 L V N V O N 6 I� (O � (M N N N N (M L (M 00
WQ Q L O N II CD
E O N I I
p E U) p I11
I
LO LO
0
V V a) II CD 00 M CD 00 O CD 'IT r— LO I- NM Lo V I- m V O 0 N M Lo M
Z r > O II O M O M M LO V r— V (M M M 0 I- N V O O I- Lo N m m 0
O � �
O O (�Oo II O M O 0 V O N 0 M M M LO N 0 0 0 0 M Q 0 O LO I- N
Z a) E N II N N m V V V V LO 0 0 I- r- m 0 0 0 0 0 0 N N
T II N
LL N M U II
w a) a) II aa)
I p p p II E
'0 II N 00 00
a)
a) I I N CD CD
N
E II 6 V V N
II O — — N
W II O O CDE
II CD CD CD
I I J
II O I- M r— r— co N V N N 00 O co 00 O co O O V O V V O N
O E N II O O r— M O m N I- N N N r— r— r N N N m V 0 V N N >
N 0 E II O v — N 0 0 0 0 0 — Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl 0 Cl Cl v 0
(o U) ii 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 o a)
0 II
0 i O II E
L > II O I- M O r— O N M M O M I- O M M O V V M N N V M V O
O O O I— O O O N O N O N O co Co V Co O N I- co Lo O N -0
>+ jE II O V O M V V Lp Lp O O — N co V V w) O O O O N N N M N
II O O N N N N N N N N co co co m m m m m m m
-0 O II O O O O O O O O O O O O O O O O O O O O O O O O O O
::; I I X
i U Y O m II O N M V Ln (O I� W d) O N M V Ln N
j D Y U U II N M V 0 0 .0M N N N N N N N
V M (C,44
O 0 00 I- (O LO V (M N
_C II .ate N N N N N N ,
w II N C
C I I m 0
O II
v) E U
Z 0 ii o
O U
z ii Z�z op U) z z
O II ZLO
~ 0 -0 0 m` mmi� ac) z � 0
U U) U II of rn Y o oo p` p o a� m a�
ofWQ' LU o II c � -0 a) -2 OmNmQ Zcn� m m cm cop` cm` E
> w H ii m c`o > k > m s o T J 0
a) U sUC oQ U)
FLU U � ii U) � '� m aUi a=i � E cY = � mmm o � o NU u) > Y �
Q U) Q I II 'O != O C N Y N 7 != O N O - - O U L O i N SC = w N
O m w Q ii m o 0 �° coi c m �� E o � a U M o o >
a) O O o 0 0_ o c`o 0 0 0 o > o
Q' O > p i II O C) O Q O U) > H J U J H U IE I E J Z H w U) m = m Q' Y U O i Z
I I
(aojo=i msei m9U8AUO39N OZOZ) I!q!4x3 ql!M OOJO=l )ISB_L OUOAUOOBU ol minjosou :IuawqoellVti
CL
O u
O
(L
o
o
o
o
o
1 w
W
C) 0-
w CD
a- z
-J UJ Vw
W > o
00 C)
w
w
CL
cfl
o CD
o
- ---OD
o
O
o
ci
O
O
ci
C) C) C) C) C) C) ci
CO LO It Cl)
(HdIAI) peedS eBejeAV
K.3.b
APPENDIX C
`*dixn nt„eMi
2019 Traffic Volume Summary
d
U.
Y
U)
(L)
(L)
C
d
N
E x
d
U.
Y
Ch
C
C
d
U
d
C
a
C
AECOJM
Packet Pg. 3368
(aojo=i ms l L a an OOa ) I!q! x l! - aOJO )Is l OUOAUOOBU o} minjosou a} aw o ll a,
M O) _ 0
F _ rM � M I M N CO v N V rn N rn
NO N O O n n co r O CO MO CO
Om _ [- 0
M
p {�
N �.d
O Ufl
m O N CO N O N M O O N V O N OO (n CO V MW O N N N O
OOO u
M O o I� co m CO m m CO O M N - N
O '...m
o
IL
O
m (O I� O) O) O M O O M O) CO O CO V CO I� N N V CO M
Z CO M N V O) N M O V M N (O CO m M N CO I� m N CO
N V CO CO CO CO I- O O co co W O CO V M N O O
o r V O I� co CO O CO N co V M M V O) V O V CO CO m
M (O
O) F N W O O O O� ON m M o V o o V M V V N CO I� V M N CO (O
O
N
O
m m N N O CO m I'- O N O N N CO N co I'- V
CO N
MO U) O O V V N N O) O) CO CO O O) N O) CO N O
V V M M CO N V (O I- r r r W I- I- CO V M CO M
W o
p] CO O) CO V N (O CO N N M N V N N I� V
Z CO M O M M Lm O) LO O M N I� CO M (O CO N O) N � CO
N V (O CO CO I- O O O (o CO CO V V N N
O) CO
CO (O CO CO M M O V O) V CO M
I� O CO N O Ufl I- O) CO CO I- W co CO CO O) O M O) O CO V
m COO _ V CO I� CO V V V V N _ 0 � CO M N O mO - -- - - - - - - - - - N
N
G)
O
M m CO CO N (O I- O V V Co M CO CO Co Co m Co O 2V O) M
O (n CO (O M ' M I� I-- O CO co I-- CO O CO M CO O) CO
M V CO CO CO CO CO CO CO CO I- O V M N O
� O)
Cn m M CO M CO CO O) co V m O 00 N O N N CO W O W M O CO N N co
N
CO CO O) II-- O M ID m CO CO O O) O O CO
CO I- M (O CO CO I- O CO O CO CO CO CO V M N 0 CO
O)
�p N CO I� r V V O O) V (O co O N
O CO I� M CO O) CO CO CO O O) I- co V O I- V V O N V O CO CO N
F CO I- W N O (O (O (O CO CO CO (O CO V N N CO
O) _ _ _ _ _ _ _ _ _ _ _ N N
O
N
W
o m CO CO (p M O O CO CO m O) M O CO I- CO O) N M M O) O I- N
M (n CO V V M CO O O CO V I� V O N V m M CO CO m M M (O
p V CO (O (O I� W m CO CO m m I- CO V N N N - O
L O) M
m CO O (O I- N m CO I� m CO Co M CO I� m CO V V m m CO O N
Z CO CO N N M CO N M I- O r O O M I- r O V CO m
M CO I- W m m I- r r W O) O V M M N O
�p M N CO O CO M CO O) CO V M M O
I- V CO CO O) O) N (p CO M V V O) I�
O) F O) I� O r N _ M CO I- W r O O W So CO N N CN CO O) (h N
0 N N
N
r
O M
M m M CO M m mM CO Co O N I� V O I- N co CO V Co I- W O CO co
O U) CO M M M (O CO V V M V M I- CO O N r W
V (O (O o O) m m CO m CO I- CO M N N O
L co
� m 't (p CO (O O N O) CO CO CO CO I'- M � II'- I'- m mM V CO mCO co N
N
Z V M M M CO V O N O M V V O) M N CO CO N O CO O O) N
N CO I� co mm CO I� co
N co O) CO CO V M
�p I� M (o CO N CO V I� m m V O)
O) M N N O CO V CO O O I� M O) O V V N CO W O
,^ O F I� O M V N O Lo c co co I- I- co co O co o (o M M M N
0 N N N
O
m co CO
O m N CO N O) Co M m M V CO m N m M M O M O O) V CO
J (n co co N CO O) Lo W N V O) N V N V m N O M o
� [,-
co CO CO I� O) O) O) O) O) O) O) I- CO M N N � O
w �
z
N
z
Q
>O M I'- O r V CO M V V M O V M
m CO CO M CO M CO V m CO CO CO M N I� O CO m m CO O M
rcIc,
V N CO r r O) CO CO I- r m m m I- CO V N N
w
z U6
a o O r N O O) N I� O) CO CO (O N V Ll
V V V O M N CO o CO O W O r CO V O V I- CO r N N
Q = O) F O) I- O CO m N _ M V I-- O O V O I-- r V _ G) O M N Ufl (D Mp X
-- -- - N N Q
o
0 p
O CO U CO N V CO
z OM m O M CO O) O I- O) m CO I'- W W W W N M CO CO N O O V
p CO I� O)
W •• n M V co N M M O O I- co co co r m m O I- V N N O CD c N O
O O O N N N N
O
~ m M V CO N N M m M O N V m It O UO M m UO N O CO CO M
Z UO M N CO CO N N O) V O O) CO O) V V UO CO O O) UO N V O CO N C O
U N o co I- m I— I— co o o I— I— v M N o o m
0
E W C) LL
LV Z (D o li F F
H z o a a a a a a a a a a a 0 a a a a a a a a a a a z o F o o X o 0
am a = w N M V CO CO r- O O) N N M V CO O O O a o u) N
c (7 � N o a00000 0
N m N N
(aojo=i ms l L a an OOa ) I!q! x l! - OOJO )Is l OUOAUOOBU Ol O injosa a} aLu O ll c
M M
a
o > m
w o y o a > a
o z a ? o o V
a
y N
fIJ M
N
N
� N
i
W
LU
O�
J 0
~ v
00
cu
i
J c M
Z O O
O N N
C O
U r =
W
_uj .
Z W O
O 0-
za
0
m rn
`.......
a�
N
q
N
I
00 O 00 O 00 O 00 O O
O r N N O r N N
N
s3wmon,kianOH
(9ojo=i ms l m9U8AUO39N OZOZ) I!q! x l! - OOJO=l )Is l OUOAUOOBU o} minjosau :ju9wq3ejjV
M M
O O O N M O O O N O M C
mOflOOOO MO O
M M O O O m O) M r.a O
o 'V
_M m '00) V CO 0) M m O co0] V LO CO o V V 0 M co M OM M
O (n N I� Ln W N Ln M V LO C2 O C2 O M O M M N
T N N
a
C
O
V M
0] O V O O M CO Lp LO (O o O LO LO CO LO I— N N O O O V oo
Z (O V I� W M CO N V LO (O LO LO LO LO LO M CO (O V N M
N N
(D W
LO O (O V O LO O I� N CO O � O V O V V M O LO N N Lc) M
p LC) O (O LC) (O I� N O o) CO CO o) LO O LO O V
M M M N N N N N N M M
O
N
O
CO N 0 0 0 I� O LO CO N o) I� O LO O LO M M
0] N o) N m M o O O O O O LO
LO O N CO CO O N M N O
O (n � CO CO I� N V O O LO I� co LO V V M V N O I� LO M N
a
C
U) M N N O I� LO I� M O (O _
0] I� r N co M CO V I� LO M O V O LO M oo o N LD r O
LO O V CO V O M (O N N N
Z I� r co o) M LO O LO N V V LO V M V N O CO (O M N
O V CO LO N LO O V (O O M (O O O
M M (O (O I� O CO N V LO O O O LO (O M V M M
O O cc'))
M V CO M O N CO 0 0 0 0 0 0 I� LO O I� M oO I�
O M N M I� N N M M M M M N N N N N m ' CD
M
N
M
O
M m V O r V CO M N M o c O M LOO O CO co O CO co N M
OT U) r r O N LO I� r co O O LO V LO M O LO M N W o
N N
a
U m O V O N M O O O Mcl)CO O N co LO M V co m o O O O LO (O M O
LO (O O M CO O O O o o� O
Z o Lc) r W N O O N M V M V V V V N o 0
5 Ln O LO LO I� N LO CO O I� O M O O (O
O O LO N N O (p LO LO N CO M I� N CO B M B O O M o O O
O M o V O V O N co CO M V V M Ln V N co O V — V O
O N N M N N N M M M M M M M M N O � LO
LO
Q
W V I� V O O M LO C2 M � LO N I�
O� m M r N M LO Lo I� V CO m m M O I� N M LN M
po
M (n r O r N O N M V (O I� CO CO N O I� LO V N
T N N
a
Ll LO E m M N M N N N V I� CO O N O
0] M M O N o 0 CO V V V CO M CO O I� O M O LO CO I� r
Z I� Ln O W O N M LO O LO M O LO V N LO
o
N N
CO (O O O N N M (O O O O CO N _
V M O O CO O O V V I O V M O O LO (O I� N O M � M
M O O co co O V N N N O V CO V 75
M O
O N M N N N M M M M M M M M N M 0 o
N
N O Ln N M N O O
V M
M m (coo
O Ln V O O O LO O V LO M Lo O O co co
— bo Ln M
(n CO I� O O N O N V M LO CO CO LO I� O O LO CO (O V M N O
a
0] CO V CO LO V O N V M O m I� O V O co O ON m O CO LO V CO (O
Z CO LO V LO o M CO N M M V LO LO LO LO LO LO N O - LO M N Ln M
0 N
Q
0 V V co O I� co co N M M O N O M O N Ln
a/ O O O O V O 0 0 I� O CO V LO O (O V O N Ln M (D N
N LO I� N N N M LO 9 V O I— o
_ O ~ M O N N N M M M M M M M M N LO M
U co
Q o
W O _ LO V (O O N V CO CO N O I� CO LO O O CO V O CO (O V
m m O N O N O O co M O - N N - N A N O LO (O N N O
(n O LO O N O M M V LO I� O O � � O O - - LO T N N O
0 a N N
N
W c
N N N V I� LO LO CO O co o co
m > m coO co oV co O V S N I� N N LO m co LO LO LO O CO
C > Z co co M O N N V LO LO V V LO LO LO M O Lp LO M LO N
G O O
N O
} N °
LL
LL co m m CO co M m LO CO O M N
O O M L`On M co
LC)
O N V M N - m V I— L°n' O LO N X
C = O M O N N N M M M M M M M N N LO M cj
M 0
G \ U
V O CO co
LO M O O LO co V LO LO I� O N LL V M O
0 M p] N inO O o N LO LO LO CO O m I� N CO CO I� N O m (O N O LO O O V O
CZ O (n O CO (O (O N O N M V CO CO co LO LO N O O V V V V
G N N o
� O a
w
O C� O O co M O O M LO N CO M O N M LO O M O V (O
G Fz
O (O CO O O CO O N LO CO M M
V O r V M I� M M R) M V M O CO C (6
O U
_ N U Ll
LL Z � O
Q75
C
ow
4L Q Q
O cc cc cc cc O cc cc cc cc cc cc cc cc cc cc cc Z O H II (6 O
Q -O Q Q Q Q Q Q Q Q Q O Q O d d d d d d d d d O a Q' T Q Q Q Q Q Q
GJ S w N M V LO CO I� CO O N N M V LO co I- CO O (6 Q Q (6 (6 I) < (6 (6
N Ln I� N N Ln
(aojo=i ms l L a an OOa ) I!q! x l! - aOJO )Is l OUOAUOOBU Ol O injosa a} aLu O ll
M M
a
o > m
w o y o a > a
o z a ? o o V
a
� N
�1 N
N
i'.
w^
i,
,l
w
J N �
O� L2
J� �
OF
O c
=N O R
J o 4 °2
Z c \ O
L
N
O LO
LU
1 Z
O
Z= O
O�
zQ
t
N
l
V
M
N
ft'
f
f
V
O O O O O O O O O O O O O O O O
N O N O N O N O N O N O N O N
M M M M N N N N
s3wmon,kianOH
(aojo 3is l L a an OOa ) I!q! x l! - aOJO )Is l OUOAUOOBU Ol O injosa a} aLu O ll
M M
O v O v I� o (O " N o M o n'
O M V N I� r O CO LO V M CO V M O O V CO N M CO O V O }�
O O LO O O LO CO LO M CO (O O O O O O (O CO M V I� CO M
O (O V M (O V
N N
o 'U
M co v I� o M v Ln CO M V Orn � IL
O (n (O LO V (O O I� LO m I� M O o 0 0 0 0 m co M M LO N O N LO
T
a
C
O
m CO V V I� V V co M M O O N N co O O co CO CO co O V CO
O N LO co LO LO co O m O co M I� O
Z CO V M M LO N V LO I� CO O O m m O O co co V M N N
75 LO M V CO N M M LO N O V M
V N M N LO (O V m (O O M O (O Ico CO LD CO L N O CO O LO O
O N O V V O M LLn O M I� co O O O O — — O LO - O M
N N
O
N
O o
0] O O LO O V V I� LO N LN O O O CO O M V (O CO (O
O U O N r M N LO LO M I� O M V O N V
� O � � N M LO CO O O O O O O m LO LO M
a
C
m Ln N CO (V I� O M (O N N N N (O O M N N (O V V LO (O
M O O N O (O M V M (O M LO O O M M LO
Z
O W
7 r W (D r O O N O O (O N LO N N N O CO O N CO M (O
O LO O O O O O O O O LO M LO LO LO V
N M co o) N N N N o) coV CO (O
p N N
N
o)
O _ p
M m O co coN O co O coO N N N N O O LO O m O co N N (O
O (n N W V W V co oo co V M CO O V V M
a
U m W O co o O O M LO CO CO V I� m M m V V N co O o (O LO
Z
N N (O In V O V O N O N M m O M (O V (O CO M LO I� O O CO CO 0 0 � 0 CO CO � coV M M N
N V CO N I� CO V co LO O O M
O (O M O V r O M O V V I� O O O LO O CO O (O LO O o) M
O M O O O O O O N O O (O 0 0 0 V
r O
N N
O
Q
W _ co W
co O M (O V N O CO V O LO N co N LO O LO
M N CO LO m N LO N O O N LO LO (O O N
O (n r V V LO I� N T 0 0 0 0 0 O LO V V M V M
T
a
i M n v
0] N N N (O (O CO I� O M � M M V V M I� V LO CO O I� O W O
Z (fl T M LO LO M M LO I� O O CO O O CO O O M LO (O V CO O
0 0 0 0 LO V M N M M
N O M LO M I� LO N M N (O (O N O O
M O O V M M I� O co co r co O N O O O O LO CO LO I� N
O� O O N M N O V co I� O O m O co LO M O V � co O
M _ _ _ _ LO M N M
N
O O
M m (fl M M O O N 0 (O LO I� o) co o) LO co I� o) N O
O � M V O I� V LO O I� N LO N O O CO V (O CO
T N L) - CO M M M M M - co LO M
W a
0] (p O LO M O O M M M - co CO O LO M O N V O M o W
O CO (O M N O LO V O V V (O O (O co LO LO O M
m Z Ln co co V V M LO I� CO o) o) CO CO - CO o) CO co V M N N
J
W _ N O
Z (6 LD V V N CO O O m O N O M O
O) N LO co
O O r N N V co O O O
Z 0 W r O r M V CO I� O o) (O O CO O LO M N V N
_ (
U
M O V
0 O m n V n N V O N O co LD CO O V . CO
O
O (n N V O N O M
T M M I� m N O N O M M m m CO N Ln
� N V N V O 'oN LO LO I� 0 0 0 � 0 0 CO O O LO V M
m a
Q a
co co O (O
> CO O O m I� O N O M m co O (O V M M O N
W Z LO M M M LO O M LO co I� o) O CO o) 0 0 - LD V M N _ _
J o
} Q L
2 _ I1
0 0 (fl N V 0 I� V 0 0 0 (O O N co N M O N V CO I� M O N
� CO o) M - � � � CO CO O CO CO co co m O I� LOO M V co
G �^ O - - - N - - O
Go
C n
(n c 0 _ V O M V �LOO M O O)(O O
CC M 0] (p I� O O V (O O N I� M O V O O (O N LO O V M V CO CO O O M M
WC G O (n (O (O M V CO LO CO CO N V O O CO M V LO N I� O CO M (O o LO LO V V
G W N Ln 0 0 0 0 CO CO O LO M N N O N N N N
o
J CO a
O O
V
O CO
W Z co oV V V CO V (O coM oo M M M co m O O co O (06
U
LL H U L
LL Q
S o c6
Z (D 76 H H w
LL
O cc cc cc cc cc cc cc cc cc cc cc Z O H II � � (6 O Q Q
H W O a Q Q Q Q Q Q Q Q Q Q Q O a a a a a a a a a o a T H Q Q J Q Q Q
IL S w N M V LO (O I� CO O N N M V LO co I� CO O � .� Q 0 (6 (6 r r (6 (6
G a N Q�, 0 0
N :3 LO N N LO I�
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uoilniosou a} aw o ll b
M M
a
o > m
w o y o a > a
o z a ? o o V
N
N
N
J�•r
f N
� O
/ W
/ 3
LU
3�
� 3 �
�M
0� N
O
�N
00
J c o M R
Z 00 O
0 L
W uj "°" N 0
Ca
Z F
04
Z m o
�0-
�a
t N
Y
.I
V
l' N
jrr
0
00 O 00 O 00 O 00 O 00 O O
N N O r N N O r N N
N N N
s3wmon,kianoH
K.3.b
TO KEY WEST TO MARATHON
23,801
i
22,539 O
21,622
cri
-
19,320 U)
17,066
16,654 >
r_
O
O
04
0
x
r
i
O
cri
-
a)
O
O
a)
w p J p p w O
o O Q O
a > a p O
m J z J N 2
W z V
z w m Q W O
z w w N m U}
= fA w w U. U
w m U. p 2 O
1 O y J
z U. x w �' U.
n_ O `1 O O
U. z
d ~ z
x
z N N
z
r 2019 EXHIBIT C-1
AECOM TIME DELAY STUDY TWO-WAY DAILY VOLUMES
MONROE COUNTY, FLORIDA US 1 -TUESDAY
Packet Pg. 3375
K.3.b
TO KEY WEST TO MARATHON
O
i
0
25,756
24,473 cri
F-
23,489 V_
U)
21,315
18,474 18,797 u
oil04
0
x
i
0
cri
F-
0
O
w o _j o o w 0
o O w Q O w
w w > w o 0
m J z w N 2
W F d ' z V
z w w m Q W 0
z w w w
N m
= U) 0 w LLO z
w m U. p 20
1 O y
z U. = w w U.
n_ p `1 O O
U. z
a ~ z O
z N N
z
r 2019 EXHIBIT C-2
AECOM TIME DELAY STUDY TWO-WAY DAILY VOLUMES
MONROE COUNTY, FLORIDA US 1 -WEDNESDAY
Packet Pg. 3376
K.3.b
TO KEY WEST TO MARATHON
O
i
O
25,071cri
F-
23,393 23,713
U)
20,484
O
O
17,796
17,373
04
0
x
r
i
O
cri
F-
O
O
a)
w p J p p w O
o O Q O
a > a p O
m J z J N 2
W z V
z w m Q W O
z w w N m U}
= fA w w U. U
w m U. p 2 O
1 O y J
z U. x w �' U.
n_ O `1 O O
U. z
d ~ z
x
z N N
z
r _ 2019 EXHIBIT C-3
AECOM TRAVEL TIME DELAY STUDY TWO-WAY DAILY VOLUMES
MONROE COUNTY, FLORIDA US 1 -THURSDAY
Packet Pg. 3377
K.3.b
TO KEY WEST TO MARATHON
O
i
O
25,359
23,952 cri F-
wri
22,980 , U)
D
20,384
O
O
17,695
17,235
04
0
x
r
i
O
cri
-
a)
O
O
a)
w p J p p w O
o O Q O
a > a p O
m J z J N 2
W z V
z w m Q W O
z w w N m U}
= fA w w U. U
w m U. p 2 O
1 O y J
z U. x w �' U.
n_ O Y O O
z
d ~ z
x
z N N
z
r 2019 EXHIBIT C-4
AECOM TRAVEL TIME DELAY STUDY TWO-WAY DAILY VOLUMES
MONROE COUNTY, FLORIDA US 1 -FRIDAY
Packet Pg. 3378
K.3.b
TO KEY WEST TO MARATHON
23,006 i
21,989 -
20,558 cri�
F-
v-
19,156 U)
16,837
16,139 O
O
04
0
x
r
i
O
cri
-
a)
O
O
Q)
w p J p p w O
o O Q O
a > a p O
m J z J N 2
W z V
z w m Q W O
z w w N m U}
= fA w w U. U
w m U. p 2 O
1 O y J
z U. x w �' U.
n_ O Y O O
z
d ~ z
x
z N N
z
r 2019 EXHIBIT C-5
AECOM TRAVEL TIME DELAY STUDY TWO-WAY DAILY VOLUMES
MONROE COUNTY, FLORIDA US 1 -SATURDAY
Packet Pg. 3379
K.3.b
TO KEY WEST TO MARATHON
O
i
O
cri
-
19,897
18,950 D
18,035 17,761
15,751 O
O
14,933
04
0
x
r
i
O
cri
-
a)
O
O
a)
w p J p p w O
o O Q O
a > w p O
m J Z J N 2
W z V
z w m Q W O
z w w N m U}
= fA 0 w LLO z
w m U. p 2 O
1 O y J
Z U. x w d' U. +°
n_ O `1 O O
U. z
d ~ z
x
Z N N
z
r 2019 EXHIBIT C-6
AECOM TRAVEL TIME DELAY STUDY TWO-WAY DAILY VOLUMES
MONROE COUNTY, FLORIDA US 1 -SUNDAY
Packet Pg. 3380
K.3.b
TO KEY WEST TO MARATHON
O
i
O
24,857 Ecri
23,466
U)
21,979
20,303 y
r-
O
O
17,806
17,543
04
0
x
r
i
O
cri
-
a)
O
O
a)
w p J p p w O
o O Q O
a > a p O
m J z J N 2
W z V
z w m Q W O
z w w N m U}
= fA w w U. U
w m U. p 2 O
1 O y J
z U. x w �' U.
n_ O `1 O O
U. z
d ~ z
x
z N N
z
r 2019 EXHIBIT C-7
AECOM TRAVEL TIME DELAY STUDY TWO-WAY DAILY VOLUMES
MONROE COUNTY, FLORIDA US 1 -MONDAY
Packet Pg. 3381
K.3.b
APPENDIX D -0 ;
",
`*dixn nt„eMi
Historical Count Data
d
U.
Y
U)
p >
-
d
N
E x
d
u.
Y
d
U
d
AECOM
a
I
Packet Pg. 3382
( oao ms l m9U8AUO39N OZOZ) 1903 Q - OOJOJ AS el OUOAUOOBU o} o!Injos :ju9wqoejjV
cm
M M s'
a
a�
00 00 0o m o0 0o m v
o m :N of of v in in co o m m v m co :co �
ri ri ri o o 0 0 o ci o '..o 0 . :ri r ri IL
in i�
N
O O
O V of of (O LL� O of (O V :O of LL� w O N
O W N
m o 0 0 0 0 0 0 0 o m o 0 0 0 0 0 0 0 m
N a
O O
O c co rn m rn V N u� v m o u� o S O N u� rn o
N tog 0 0 0 t o o m o 0 0 0 0 0 0 0 o m
m
N I (6 N
O O O
U U 6 - -
1 IO�
O O 1 O V m- N
O
m r r i t v v rn ro rn m N r co N N rn o o c o c o c
o m rn v v co co co v m m o m '.r co rn r v co o co p o m E
N N
N U
O O L>
z Vol
� N
u� � v
m
r
E
C
m o 0 0 0 0 0 0 0 o m o 0 0 o 0 0 0 0 o m 0
of U
o C o C C
0
L
lL
M O of I1 O O M V W = N m m v LL� V r m m N
LL� LL� O W M o (6 of M M M of of O O o (6 O
W W
Nm Nm w a O t?
o m � U
7: O
O O L>
O N
Q �
U N N N M M N N N N U N N M M N N N U
UM O N M N O O O V O U 6 6 O O � I� N O (O O � U V N
O O N
In c M LL� of:MLL� ooff o(Of � r N O O M all N C V 1 V O O N O m r I N C E O O N O O of (O M
0
O
CO)
� U N N E M M M N N N � N N N M M M N N N ,fn
8
O '
c OMV VMV .V i N O
c QN U N N E M M N N N E U N N E M M M N N N U
d) O o (6 N W W :.
U N N :M M N :N N O U M M M O O O O In U 12
1 L
O O
N U :lit :r V M :O V V M V V M L�
N N N M M M N N N U N N N M M M N N N
m m m m m m m m m m m m m m m m m m
N N N w
too too Q Q D too too Q Q D Q Q D Q Q D 0 0 0 0
Q �
K.3.b
APPENDIX E
' W- ,
r
`*dixn nt„eMi
2019 Travel Speed Summary
Data and Statistics
a
U.
Y
U)
(L)
(L)
C
d
N
E x
d
u.
Y
Ch
C
C
d
U
d
C
a
C
E
�° �i±
�i� �� �! I�e r,i
I
Packet Pg. 3384
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} minjosou :IuawqoellV LO
M M
a
a�
u
10 00 ...a I
M o r
N CO
a f0 00
pP0 ry in M in in in in in in in in in in in ry in v in in in in in in in in in m m (Op f0
Sa
0
J o N M
v Lo r
M in v v in v in in in M in in M M ry in in v v in v in in in in in ry N �
os
Pj o O f�
ajy v v v v M y M y v v v v v M v v v v v v in v v v v v v M N M
a�
0 Lq r
40/ in v M y v v �v M y v v v v v in v in v v M y v v v v v v N °'
GP
/y m m m m m m m m m 10
f0 f0
a'p
M M M ry v v M ry rvry M R v ry v v v v M y M M M ry v v c O
a�
s4 w
ai ry M M M v v ry M M M M M M M M v v M M M M M M ry M M a q�
P
m m m m m m m N ?
�u v M v v in v v v v v in in in v v v v v in v v v v M M y v v N M
j m m m m Lq M
Lo N
in v in v v v v v v v v v v in v in in in in v v in in in v v in in N V
6G
00 w
in in in in in v v v v v in in in in v in in in in in v v in in v in in v N
�J7
p o N N
O Lo
7S in v t0 in in v in in in in in in in in in in in in in in in in in in in in in in f0 V
S
�J o V N
Q40y v v v �n N
w w O
w Oa v v M M M y M M M y M y M M M y M y M M M M M M M y M M V CO
CO Pp /,mil o M IDO
J 40 v v in in in in in in v in in in in in v in in in v in in in in in v in in in N V
w yP,y
P� o f0 M
o�/a@ in in in in in in in M in in in in in in in in in in in in in in in in in in in in 00 O M
N N
N yy v v v v v v M v M v M v M v�n v v v M v M M y M M v M N
p0 v v v v v v v v v in v v v in in in v v v v v in v v v v v in N V
p wPd om m m I I I m m m m I m mr Lq
GP N 00
maw v v v v v v M y v v v v �n v v�n v v v v �n v M y v�n v v N M
was o M N
ao v v v v v M v v v v v M v v v v M v v v v M y v v v v N M
/q
�J o rr
yPo/ in v v v v v v v in v in v v v v v v in v v v v v v v in in v N V
Ps
f0 00
6 N V
pp
Ps o rm
'aOo N co
Js
o f0 N
P°/yJ vv vM vv vv vM vv nv vv vv nv vv vv vv vv N M
PO
00 o q f0
p�P/S/ in in in in in in in in in in in in in in in in �n in in in in in in�n in in �n in N N
�1010 om m m m m m m m m m mM co
M M ry v v v M v ry M y v M M M ry v IN v v ry M ry M M N
9 .
M O D O O MO T o o O o o M O O O 0 0 D 0 O Mt D O T 0 0 �.j O O O O O Q- Q
L L T L L T L L L.L.. T L L L T L L T L L N VJ
' b ' 'o 'oo Zo b 'o o o Z '
o z D z D zn z D zn o taoio' b o' b o' b o' b o
D o z D oa z D z D zn z nn
L Ol
U) F LL Ul) F LL U c
2 J
(aojo=i ms l L a an ooa ) 1!q! x l! - aoao )Is l OUOAUOOBU o} uoilniosou a} aw o ll
J
0
U 0
> N M Z
a
aq o n a> o <0 0o n M o
n n m '� cov z z z z z u
a so Q,
~J o N N N e9 W — o Q O
a O O o n O Z m U W co M
° N M
6y
O N O O n n n M G N M m
,ia M O N Q Q m
/4ya N M le M M o
7
N
cli
4.% 04 v le �D n — N le le
N Q Q U o� m
4a/a o m vi 1 o <o <o o a> m
co a
0 0 W N
Ta/ N M M W M M M N M
a A�!♦i�
Go O M o U� M Q W 0 LL
h°a�a CD
N M M O Go CD M M M Z M
�7 0 o v o M n o o Q Q n
w w w
a/4N� M M O leN M M leZ l
a
a4t4 at o o 0> o o It n M a> LUIt
co co &0 Go cli Go
CR Cl! O
m m M co N N O Go
4
°>o <o o O — co coQ a>
N GoOo o N O M m m U Go �
& N &0 leZ M
J
hO o O M N N n G Q
�+ M M N O &d N &d N U m U G 00
Tye M co le & Z & N
a sa
~'J o N n o N O N M o n
0 40y� N v U U U G N
0 a6 a/L o a> o v o o n M Q o a>
W A'~� M M M M co a m co co M M M le z Q Q Q N
a
aq4 a/ o O O Cy N Q m m U
LV any
> ��o n N n o co M Q O> M
Q a M M 06 h to N N z Q Q m n
4� to M
� d6
n GoO N O O O
o N N N Cl) W m Q U co
N
N avo
,e o Q> co Cl)N O Go co O O O Q co4O a) le � N Z
+Ij
A4 a�o n o n Cl) n O O Q N
/'ia oo C M M z Q Q m O
O N O M N O Q n
a le M z m m m l
o�
hJ o ry n n n O O Q n n
/P I-- o o Go co zQ Q m O
6
ya hS o Go o Go N o n O o o
4h4a ° I,: M n (F) co Q Q Q coi N
aS o Go O W n O O Go h O Q m U O
0' N o o N O �"� Z U N
do0 N
6
Go W o N N n Q N O
J'yJa " v le `� m I-- v Z m Q m v
°o
A o Oo O O o n Oo M n Q Cl! o
N N O Z m Q m
N
J°'tS o O O M M co Go00 N O Q O O
J co co O n W M o O z m Q m N
Q co co co N
z
W
w
d
W 0: W H O dt dt a Q y
= W L dt y U Q O co O d N N U d
_ = 3 0 H H
co 2 a J a co
K.3.b
APPENDIX F
r
Comparisons of Historical 1,
Travel Speed Data
a
U.
Y
U)
P >
-
d
N
E x
d
U.
Y
Ch
d
u
d
a
a
v
A ECOM
Packet Pg. 3387
(aojo=i msel L auanuooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} u injosa :IuawqoellV 00
M M s'
a
a�
U
m
IL
O
Q
W
O Q
E co
W
o _ o
a
w >
w O Q
o ,
00
J '
a
z '
O '
o
O `? O
pO M
Z N
O C -
Z
Z ------
aO
o - ,
C)
w '
r
O
m
o
� N
i
i
� O
i
' O
LO
Cfl Cfl LO � d d co co N
(HdW) paadS ueipow
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
MINNIE
MINNIE
NIMMIMEM
INIMEMEM
MINNIE
��....................����������i
IMEMME
(aojo=i msel L a an ooa ) I!q! x l! - aoao )Isel OUOAUOOBU o} minjosou a} aw oell c
s= �
M M
a
a
r V
IL
0
(D
0
) N
V CN
0
W "—o0o O
W m
�0 W
V I. JIB NM
ry
J c
W
> co
Q
co
Q
z
O
L
LLJ
U � i
r
N m
0 C:)
I
O CO
"'
z
LL CO
O 00
N
rW
V �
N
CO
N
f N
CO
I
T
T
G)
d'
O O O O O O O O O O O O O O O
O CO
(n o Ln CD -n o n o Cn o ��n O n O
I- O (O � � d' d' (o N N r r
(HdW) peed$ e6eaand
(ooloi msey m auanuo39N OZOZ) #!q!ux3 u3!M 93101 Msey auanuoOON o;uo!;n!osgN:4uawLj3g4 '
M
CL
wl
u
�U:<.
CL
QQQQQQQQQQQQQ QQQQQQQQQQQQQ QQQQQQQQQQQQQ Mmemeeemeemmuuuuuuuuuuuu Z
Leo
�mmeem.�m.. mmmm«« u
aq
Ewa
`-
Z zwuuuuCJaa —
�' mm:�:�vvv:�vvvv:� mvmvvvvvvvvvv � vvvv.ovvnnnnvn ««��«m�«� �
�9,movvvvovQ g�Q mmmeeeeeeeeme � SQQQQQQQQQQQQ <m m�mmm�mm mQuQuuuuuuuQ
0 �' Q Q Q QQ Q n n m m Q 000mm00000�o
WQ�QQQQannnQan QQQQQQQ���Q�� � ����nnAnA°nnn QaSemeeeeeemm o00000000000 0
Ill
��annnnnnnnan ��o���������� �����nnnn��nn o0000000000mo momom m momomo m�mmati�ti� o
F
Q _
oomoommomomm ..o m���ti��mo
0
N �� ��nannQannnan ������Q����Q� � ����n.�nAA�nnn QQQ�SamSSeeme o00000000000
mmmmmmmmmmmmm � 0000nQQQQQQQQ m��m�m�mmmm�� aaaaaaaaaaaa «
F
J �e0h.
mmumum m m m m ma ,�vmv-�vnv-�.��
----nn------n mvvv-vvvvvmmm ammmmmammaam --v-----------
2
0 aoae v..�.�.�...�.�.�.�.�:� vmmvmmmmmmmmm �vv�v v v v v n v v v «<���m� �� muumuuuuouuo ---
mom
Z
QQQQQQQQQQQQQ QQQQQQQQQQQQQ ����nnnnnnnn� Semmmememmmme aaaaaaaaaaaa
Q
U
�� � QQQQQQQQQQQQQ Q-SSSQQ...... ���QannnQA n� � .......
mmmmmmmmmmmm Qemee�nannnn�o
���' ««om000000
omoomm000000
...........
mmmm00000000
e
«««<m«<<
a
m mmmmmmmmmmmm
Em2 m_r_ m_r_
(ooloi msey m auanuo39N OZOZ) #!q!ux3 u3!M 93101 Msey auanuoOON o;uo!;n!osgN:4uawLj3g4 ' w
Q' M
6.5
wl
u
�U:<.
ai
avvvvvvvv vvv vvvvvvvvvvvv � vvvvvv�v��vv Q QQ 000QQQQuuuuuuuuuuuu
$" v vnvvvv zzz......... ............o
«««<m«<
mmmummm( uum
6qa� GGmmmmmuuu(J
btia0 mmmmmm:�mv.�vv vvmmmmmvvvvv � u�u�v u�u�v u�vvvvv �«« «<�mN o�m u�u�vmv�o o
uuuuuuuuuuuQ
LL $'
o �q,
vu�u�u�u�u�n u� nu�v nu�u�u�u�u�u�u�u�u�u�u� u�u�u�u�u�u�u�u�u�u�u�u� v+�vvvvvvvvvv O(J(J(JOO(J(J(J O(J o
W
mmmmmom0000
Q
vvvvvvvv
mvvv � omm0000moom �mvm���m«moo
0
o000000000m
> 44�hn <<<<<<<<<<<
<<<<<<<<<<<<
F
2
LL
20
0
N
a
U QQQQQQQQ
4p��w
vvvvvvveSQvv QQQQQQQQQQ�So v���vv���vv� v�mm�mvmmvmm mmmmmmmmmmm v�vvvvvvv�vvo
0000momm000 00 ......
w�
QQQ$
m������m mmm �m�m�mmm�mmm SS�Qvm�vveSv ����« <���� <mmmommmm«
K.3.b
APPENDIX G
`*dixn nt„eMi
2019 Level of Service
and Reserve capacity
a
U.
Y
U)
Q)
-
Q)
r-
d
N
E x
d
u.
Y
Ch
d
u
Q)
A ECOM
a
v
Packet Pg. 3393
(ooloi msey m auanuo39N OZOZ) #!q!ux3 u3!M 93101 Msey 9u9nu039N o;uo!;n!osgN:4uawLj3g4 ' v
Q' M
IY W L 6.
> wl
w W ui
(n w _ _ a
f� w (_ 00 W O) M M M M t0 N O) t0 t0 M N
w :5 a -4 ti M w M M O m N O N w m m N M ti w f- M m
Co J M O M O O) 7 t0 7 W N f- (D N N N � N w W N 00 M OD
0 .}:. W 'e ti M N N CD M O M N N M OD OD Ln
Q
Z U
O
U
Q 0 w N w w N N ~ W N f� O -e W L,
O •a O W M O w to M Lr) M O) O O) N O O M O to
N N f� C t0 C' M G r- If) r- q O 00 � ti
J O N u'� u•� W M N M M t0 N N O) M ~ L
Q W
o m
M W
N W
W
W w W_ _ _ _ _ _Vl 0 ti ti IlY r N M N M N N W G t0 00 (A
7 a O w W r` CD � N O m N N N IfY t0 O
O t0 N f` W � f` M t0 M M m N N N O ti Ln ti N
U N M N N N N M M O N m N M a0 a0
a �
Q �
U
` ui
w > o =
W W
> a w m m f- f- N w m M Lr) w LQ LQ O N Wf M
w o 6. E 6 v N t0 v t0 r-� ui t0 M !g N N M O �, V? w r- M G
w W �,
co
w
OJ co OD OD U Q Q OO Q Q 00 Q m Q U U co U o W W o Q Q m
Q Q W
W = O w - O - N N f- - q N -q (D f- M O w m -q O M C) N N CO
w o Q W a M 6 (6 N o0 ti 6 (6 00 N v M r� O M N M, W, W, r- Ln to � O �
W a. E M Ln -e Ln -e -e -e -e -e -4 Ln Ln M W) W) W) M M M Ln
U 2 (n
u a
H U _
w (n ti W a O N N - O CO l0 l0 l0 l0 (A (A O r- CO (A l0 V CO l0 M I- r- M.
co D O !' E N O (A O O O O O O CA N o0 O o0 CA 00 O O O O O O
0 J U N CO d' d' M d' d' d' d' M d' d' N d' CO d' d' d' d' d' M d' co V
� a
Lo
> a U. 2 E Z Z Z Z d' Z Z Z Z � Z Z Z Z Z Z Z Z Z � N co Z
w (n
J �
rn
W y N d' CO M l0 l0 l0 l0 l0 l0 N d' N d' CO M d' N CO l0 V) Lo
p d Q v Lo v Lo v v v v v v Lo Lo v Lo L° Lo Lo V) v v
N ti
o Lo
W Lo Lo Lo Lo Lo
Lo Lo Lo Lo Lo Lo 0 Lo Lo
O E E 0 Lo Lo Lo v v v v v v � � V) V) V) V) 0 Lo v v 'I v �n
0- J CO v d v Lo Lo Cl) v o Lo v o o v v
v
Imo— W
J d. O O M w
U. J J J J J J J J J J J J J J J J J J J J J J J J J J
4 4 N N N N N N N N N 4 N N 4 N N N N N N N N 4 4 N
2
H N M
U N m CO w m CO N M V O w M V r- m CO N m o0 O o0 N W
W M CO M N N N N M I- O r-: O N 6 4 N 4 CO 00 O O O
J
O
00
O
CO C O C(OAflN j n
CO O j MM CO WAO O
COpO
A OL° N
O N N O, Cn Lq C
'o O EWLq -0 0)
C � O �
Z 16v6C Lo 0 ' O NW
O
N N C 0
° i
W o o °1 m �' � � m ° _rn m m o � a6i m m aTi ° >
fq (D m m (D (D U (o O' h m m 2E (D 0 J J h L h Y O O
N CO V CO Cfl 1- CO M O N M V CO O W (A O N M V
N N N N N
K.3.b
APPENDIX H
4",
`*dixn nt„eMi
Summary of Delay Events
d
U.
Y
U)
(L)
(L)
C
d
N
E x
d
u.
Y
Ch
cu
C
d
U
d
C
a
C
E
v
M
AECOM
Packet Pg. 3395
(ooloi msu.m auanuo39N OZOZ) #!q!ux3 u3!M-93101 Msey auanuoOON o;uo!;n!osgN:4uaw Lj3g4 ' ID
C
Y'
CL
w
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 0 0 0 0 u:
a'
ow 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 0 0 0 0 0 0 o e
a90 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
- - - - - - - - - - - - - - - - - - - - - - - - -
a90 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
- - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
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 0 0 0
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 _ o o -- o 0 0 0 0 0 0 0
- - - - - - - - - - - - - - - - - - - - - - -
a90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -- - o 0 0 0 0 0 0 0 0 -- 0 0 0 0 0 0 0 0
a90 0 0 -- 0 0 0 0 - 0 0 0 0 0 0 0 0 -- -- -- o o -- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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 0 0 0
F - 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 0 0 0
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - - o 0 0 0 0 0 -- 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o
F - 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 0 0 0
m
Na v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 o F o o 0 0 0 0 0 0 0 0
- - - - - - - - - - - - - - - - - - - - -
0 0 o r o 0 0 0 0 0 0 0 0 0 0 0 0 s o r o o o 0 0 0 o r o o r o o o r o 0 0
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - -
Sa o 0 0 0 0 0 0 0 0 0 o r o 0 0 o r r r r r o 0 0 0 0 0 o r o o J o 0 0 o r o 0 0
- - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - -
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 0 0 0
a9 0 0 0 0 0 0 0 o r o o . 0 0 0 0 0 o o r r r o p o 0 0 0 0 0 J o 0 0 0 0 0 0 0
- - - - - - - - - - - - - - - - - - - -
a9 0 0 0 0 0 0 0 0 0 0 o r o 0 0 0 0 0 o r J o r o 0 0 0 0 0 0 0 0 -- 0 0 0 0 0 - o r o 0 0
-- -- - - - - - - - - - -
- - - - - - - - - - - -
vo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o o r r o 0 0 0 0 o r o 0 0 0 0 0 0 0 0 0 0
- - - - - - - - - - - - - - - - - - - -
a9 0 0 0 0 0 0 0 0 0 0 o -- o 0 0 0 o J o o r J o o 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0
(ooloi msu.m auanuo39N OZOZ) #!q!ux3 u3!M 93101 Msey auanuoOON o;uo!;n!osgN:4uawLj3g4V �
'Q.. M..
F
m o 0 0 0 0 0 0 0 0 0 0 0 0 0 m a
u
�U:<.
a
tt �
ZMK
's m
m m
(ooloi msey m auanuo39N OZOZ) #!q!ux3 u3!M 93101 Msey auanuoOON o;uo!;n!osgN:4uaw Lj3g4 ' 00
'Q.. CS)
IY or
wl
IU
ai
K.3.b
SUMMARY OF DELAY EVENTS
2019 TTDS
Delay Source Segment Segment Limits Number of Total Mean Delay Mean Data,.
Number From To Length Events Delay Per Event Per Trip
(miles)
Traffic Signal
1 Cow Key Bridge(N)-MM 4.0 Key Haven Blvd-MM 5.0 1.1 19 002649 000125 00:00:57
5 Harris Channel Bridge(N)-MM 16.5 Bow Channel Bridge(N)-MM 20.5 4.0 5 000151 000022 00:00:04 i
7 Spanish Main Drive-MM 23.0 East Shore Drive-MM 25.0 2.0 1 000018 000018 000001 0
10 N Pine Channel Br(N)-MM 29.5 Long Beach Dr-MM 33.0 3.5 10 000600 000036 00:00:13
13 7-Mile Bridge(N)-MM 47.0 Cocoa Plum Drive-MM 54.0 7.0 42 002259 000032 00:00:47 V}
14 Cocoa Plum Dr-MM 54.0 Toms Harbor Ch Br(S)-MM 60.5 6.5 4 000032 000008 00:00:01 Crj
F-
21 Snake Creek Br(N)-MM 86.0 Ocean Blvd-MM 91.5 5.5 24 000931 000024 00:00:20
22 Ocean Blvd-MM 91.5 Atlantic Blvd-MM 99.5 8.0 23 002852 0001:15 000102 U)
23 Atlantic Blvd-MM 99.5 C-905(Flashing Light)-MM 106.0 6.5 29 001457 000031 00:00:32
Subtotal 157 01:51:49 00:00:43 00:04:00
0
Congestion U
10 N Pine Channel Br(N)-MM 29.5 Long Beach Dr-MM 33.0 3.5 4 001155 000259 00:00:26
11 Long Beach Dr-MM 33.0 7-Mile Bridge(N)-MM 47.0 14.0 1 000331 000331 00:00:08
13 7-Mile Bridge(N)-MM 47.0 Cocoa Plum Drive-MM 54.0 7.0 2 000032 000016 00:00:01 04
17 Channel#2 Br(N)-MM 73.0 Lignum V Br(S)-MM 77.5 4.5 1 000025 000025 00:00:01 04
18 Lignumvitae Bridge(S)-MM 77.5 Tea Table Relief Bridge(N)-MM 79.5 2.0 1 000037 000037 000001
19 Tea Table Relief Bridge(N)-MM 79.5 Whale Harbor Bridge(S)-MM 84.0 4.5 17 003240 000155 00:01:10
20 Whale Harbor Br(S)-MM 84.0 Snake Creek Br(N)-MM 86.0 2.0 10 001101 000106 00:00:24 C
21 Snake Creek Br(N)-MM 86.0 Ocean Blvd-MM 91.5 5.5 23 003959 000144 00:01:26
LLI
22 Ocean Blvd-MM 91.5 Atlantic Blvd-MM 99.5 8.0 4 001550 000357 00:00:34
23 Atlantic Blvd-MM 99.5 C-905(Flashing Light)-MM 106.0 6.5 3 000236 000052 000006
24 C-905-MM 106.0 County Line Sign-MM 112.5 6.5 12 002353 000159 000051
e
Q)
Subtotal 78 02:22:59 00:01:50 00:05:06 2-
0
Left Turn/Right Turn
11 Long Beach Dr-MM 33.0 7-Mile Bridge(N)-MM 47.0 14.0 1 000011 000011 00:00:00 V}
13 7-Mile Bridge(N)-MM 47.0 Cocoa Plum Drive-MM 54.0 7.0 1 000017 000017 00:00:01 Crj
F-
16 Long Key Br(S)-MM 63.0 Channel#2 Br(N)-MM 73.0 10.0 1 000007 000007 00:00:00
19 Tea Table Relief Bridge(N)-MM 79.5 Whale Harbor Bridge(S)-MM 84.0 4.5 1 000023 000023 00:00:01
21 Snake Creek Br(N)-MM 86.0 Ocean Blvd-MM 91.5 5.5 1 000054 000054 000002
0
Subtotal 5 00:01:52 00:00:22 00:0004 U
Q)
Drawbridge Signal 0
20 Whale Harbor Br(S)-MM 84.0 Snake Creek Br(N)-MM 86.0 2.0 2 000654 000327 00:00:15 r
0
Subtotal 2 000654 000327 00:00:15
6
Construction/Accident/School Bus/
Emergency Vehicle/Special Events
12 17-Mile Bridge(S)-MM 40.0 17-Mile Bridge(N)-MM 47.0 1 7.0 1 1 000122 000122 00:00:03 i a
13 7-Mile Bridge(N)-MM 47.0 Cocoa Plum Drive-MM 54.0 7.0 6 000557 000100 00:00:13
17 Channel#2 Br(N)-MM 73.0 Lignum V Br(S)-MM 77.5 4.5 1 000022 000022 00:00:01
21 Snake Creek Br(N)-MM 86.0 Ocean Blvd-MM 91.5 5.5 1 000149 000149 00:00:04 'C
22 Ocean Blvd-MM 91.5 Atlantic Blvd-MM 99.5 8.0 2 002750 001355 000100 Crj
23 Atlantic Blvd-MM 99.5 C-905(Flashing Light)-MM 106.0 6.5 3 001446 000455 00:00:32
24 C-905(Flashing Light)-MM 106.0 County Line Sign-MM 112.5 6.5 3 000522 000147 000012
�Subtotatl17 00:57:28 00:03:23 000203
All Sources TOTAL 259 05:21:02 00:01:14 00:11:28
Packet Pg. 3399
K.3.b
APPENDIX I
`*dixn nt„eMi
2019 Data Collection Schedule
0
U.
Y
U)
p >
-
0
N
E x
0
u.
Y
0
U
0
a
a
v
AECON
Packet Pg. 3400
(aojo=i ms l L a an ooa ) I!q! x l! - aoao )Is l OUOAUOOBU o} uolinjosou a} aw o ll
IL
� N
A
3
-8
3
N
c
L-
0
Growth Management
Crj
-
ORDINx C NO 007 -1_9 U)
---- _ _
r-
Q)
AN ORDINANCE ADOPTING AND APPROVING CER-
TAIN TEXT AMENDMENTS TO THE COMPREHENSIVE
PLAN AND LAND DEVELOPMENT REGULATIONS
THAT INCORPORATE NEW METHODS AND STAN- -71
CARDS FOR MEASURING TRAFFIC LEVELS OF -_
SERVICE; AND PROVIDING FOR TRANSMITTAL TO - -7
THE STATE LAND PLANNING AGENCY; FOR SEVER- =�
ABILITY; AND AN EFFECTIVE DATE. CL
CL
WHEREAS, Chapter X, Section C(3) , Florida, Keys CompreheiTT ivo.� en
7
Plan, (hereafter the Plan) , provides that amendments to the Plan u
E
tuft may he processed every six months from the effective date
c
of the ordinance adopting the Plan; and 0
Cu
WHEREAS, Section , 5®:511(c) , Monroe County Land Development ca
Regulations (hereafter the IJDR' s) , provides that ;1 endments to 0
the LDR' s text may he processed at any time;: and
0
WHEREAS, Chapter X, Section C(4) (b) of the :Plan and Section
9. 5-511(d) 1) of the LD'R:` s provide for the review of proposed
Q)
u
amendments by the Planninq Department and the Development Review Crj
Committee, who make recommendations to the Planning Commission;
and
c
Packet Pg. 3402
WHEREAS, Chapter X, Section ( ) (c) of the Plan and Section
9 . 5-511(d) (3) of the LDR' s provide that the Planning Commission 2-
0
and the Board of County Commissioners each hold at least one
public hearing on proposed amendments to the text; and.
U)
WHEREAS, Chapter X, Section C(4) (d) of the Plan and Section
0
U
9. 5-511(d) (4) of the LDR' s provide that the Planning Commission
N
review the proposed amendments, as well as reports and recommen-
daios of the Planning Department and the Development. Review
Committee, together with any public testimony, and submit its
0
recommendations and findings to the Board of County Commission-- •
U)
ers; and
J
WHEREAS, because the amendments could be considered. to "'af=-
L
0
LL
feet the use of land", this Board has also followed the require--
. �
ments of Section 15 . 5(6) , Florida Statutes;: and c'
ca
LM
WHEREAS, Section 15 . ( 5) (a) requires that this Board hold
CL
two advertised public hearings after 5 PM on weekdays; and 0
WHEREAS, this Board finds that all of the hearing and review a
requirements of both Chapter X of the Plan, Chapter 9. 5 of the U
LDR' s, and Section 15 . 66 of the Florida Statutes have been met;
and
U
WHEREAS, this Board now finds that the above outlined amend'
ent review process is now complete; and
Packet Pg. 3403
WHEREAS, it is desired that this Board approve, adopt, and
transmit these Amendments to the State Land Planning Agency for
0
their review and approval! now, therefore,
Crj
-
U)
BE IT ORDAINED BY THE BOARD OF COMMISSIONERS OF MONROE COUN-
TY, FLORIDA:
0
c
N
Section. 1. The Monroe County Beard of Commissioners on Q
this IBth day of February 1992, does hereby adopt and, ap-
CL
CL
prove the following amendments to the Plan and LDR" s, pursuant
0
to general law: _
Cn
J
Volume II, Chapter 5, Section B( l) (b) , page 34 of the Plan is hereby
amended to read as follows:
c
L-
0
b.
Level of Service
It is the policy of the Comprehensive Plan that all segments of
U.S. 1 in Monroe County be maintained at Level of Service f"C" as
measured by the U. S. 1. Level of Service Task Force Methodology. All 0
other roadways shall be maintained at Level_ of Service "D" as measured
by the 1985 Highway Capacity Manual.
0
It is also the policy of the Board to provide for the essential
health care related transportation needs of the mentally, physically
and economically disadvantaged. To the extent possible, loading and
unloading facilities for such transportation needs should be included
in all uses likely to be served by such transportation.
a)
c
Section 9. 5- (L-4) of the LDR' s is hereby amended to read as follows;.
(L-4) Level of service means a quantitative measure describing
operational conditions within a traffic stream.. The procedures
contained in the "Highway Capacity Manual, Special Report 209, "' by the
Transportation Research Board of the National Research Council, 1985,
as updated or created shall be the primary basis and reference for
determining the level of service of any given roadway other than U. S,
1, bicycle path, or pedestrian facility. For U. S. 1 the basis for
Packet Pg. 3404
determining level of service is the Methodology developed by the U. S.
1 Level of Service Task Force.
2
0
Section 9 .5-292(a) (1)a of the LDR' s is hereby amended to read as
follows:
Cn
a, County Road ) mil
for development shall have sufficient of a parcel proposed
within three (
p t available capacity to
operate at level of service D as measured on an annual
average daily traffic (AADT) basis at all intersections
and/or roadway segments. U. S. 1 shall have sufficient
available capacity to operate at level of service C on an Q
overall basis as measured by the U. S. 1 Level of Service Task CD
Force Methodology. In addition, the segment or segments of
U. S. 1, as identified in the U. S. 1 Level of 'Service Task
Force Methodology, which would be directly impacted by a —
proposed development' s access to U. S. 1, shall have
sufficient available capacity to operate at level of service o
as measured by the U. S. 1 Level of Service Task. Force
Methodology. en
J
Sections 9 . ®292(a) ( 1 )c and d of the LDR' s are hereby amended to read
s follows;
2
0
c . In areas which are served by inadequate transportation LL
facilities on U. S. 1, development may be approved provided
that the development in combination with all other permitted
development will not decrease travel speed by more than five
(5) percent below level of service C, as measured by the U. S. -_
1 Level of Service Task Force Methodology. 0
d. Within thirty (5 ) days of the receipt of the official 1959
FDOT traffic counts of U. S. Highway 1 the county shall o
publish a notice informing the public of the available
transportation capacity for each road segment of U. S. 1 as
described in the county' s annual public facilities capacity
report. The available capacity shall be expressed in terms a
of the number of trips remaining until the adequate
transportation facilities standard is exceeded. The notice U
shall be published in the nonlegal section of the local
newspapers of greatest general circulation in the Lower,
Middle and Upper :Keys.
Section 9 . 5-2 2(a) ( 1)e of the LDR' s is hereby deleted.
U
Section 9.5--292(b) (3) and ( ) of the LDR' s is hereby amended to read
Packet Pg. 3405
as follows;
( ) Annual assessment of public facilities capacity: On or before
June 15 of each year, the director of planning shall submit to 0
LL
the board of county commissioners a report of the capacity o
available public facilities in each of the service areas
established in paragraph (2) of this subsection. The report
shall be based on standard analytical methodologies and shall U)
include a projection of the amount of residential and
nonresidential growth that can be accommodated in each of the
service areas during the ensuing year without exceeding safe
and efficient provision of essential public services. The
report shall clearly identify areas of inadequate facility
capacity which are those areas with capacity below the adopted CD
level of service standards as provided in subsection (a) , CD
paragraphs ( l) through (4) , and areas of marginally adequate
facility capacity which are those areas at the adopted level of
service standard or which are projected to reach inadequate FL
CL
capacity within the next twelve (12) months. In addition, the
report shall include growth trends and projections and o
development permit monitoring system for each service area.
U)
( ) Ra�t,ification of the annual service capacity resort: No later
than July 1 of each year, the board of county commissioners .2
shall consider and approve or approve with modifications the
annual assessment of public facilities capacity. In the event
the board acts to increase the development capacity of any
service area, the board shall make specific findings of fact as 0
LL
to the reasons for the increase, including the source of .funds
to be used to pay for the additional capacity required to serve
additional development to be permitted during the next
twelve-month period.
LM
Section . 5-2 2(b) (5) (b) of the LDR' s is hereby amended to read as
S
follows:
0
b. Areas of inadequate acil .ty_ c%ty. The county shall not
approve applications for development in areas of the county
which are served by inadequate facilities identified in theCD
a
annual adequate facilities report, except the county may CD
approve development that will have no reduction in the U
capacity of the facility or where the developer agrees to
increase the level of service of the facility to the adopted
level of service standard. In areas which are served by
inadequate transportation facilities, development may be
approved in accordance with paragraph (a) ( l) (c) of this
section. An applicant, except for persons applying for a
single--family residence, shall prepare a facilities impact
report which demonstrates that.
Packet Pg. 3406
M The development: will not reduce the capacity of the
facility; or
( ii) The necessary facilities and services are in place at 2-
the time a development permit is issued,. or 0
( iii ) A development permit is issued subject to the condition
that the necessary facilities and services will be in
place when the impacts of the development occur; or
(iv) The necessary facilities are: under construction at the D
time a permit is issued; or
(v) The necessary facilities and services are guaranteed in y
an enforceable development agreement, which may
0
.include, but is not limited to, development agreements
pursuant to Florida Statutes section 1 3 ..3220, or an
agreement or development order issued pursuant toCD
Florida Statutes chapter 380; or CD
(vi ) The necessary facilities and services will be served y
a concurrency management system which meets the
requirements of rule 93'--S, Florida Administrative Code, CL
CL
and Florida Statutes chapter- 163 .
0
The same are hereby transmitted to the state land planning agen- en
c for approval or disc ,
y pp disapproval ursuania to F. S. 380. 0552(9) . 2
Each amendment is to be considered individually, severally, and
independently of one another. 2
LL
Section 2 . If the state land planning agency shall di,sap--
LM
prove any amendment incorporated herein, such disapproval. shall.
in no way affect the validity of any other amendment.
CL
Section 3 . All ordinances or parts of ordinances in con.-
CD
flirt herewith are, to the extent of such conflict, hereby re CD
-
a)
pealed.
Section 4. If any section, subsection., sentence, clause,
item, amendment, or provision of this ordinance is held .invalid,
Packet Pg. 3407
the remainder of the ordinance shall- not be affected by such
invalidity.. o
0
Section 5. This ordinance shall. take effect immediately
_. _---
upon receipt of official notice from the Office of the Secretary
of State of the State of Florida that this ordinance has been
0
0
filed with said. office. Except, however, no amendment shall be
deemed effective until approved by the state land planning agen--
cy.
CL
CL
PASSED AND ADOPTED by the Board of County Commissioners of
U)
Monroe County, Florida, at a regular meeting of said Board held
J
0
on the _. th day of Febr ry�.� A.D. , 1992 .
w
0
0
Mayor Harvey not present
Mayor Fro `l"em London Yes
ca
Commissioner Cheat Yes _
Commissioner Jones Yes
CL
Commissioner Stormont Yes o
BOARD OF COUNTY COMMISSIONERS �
CIF COE C TY LOR I A
U
MAYOR/CHAIRMAN
ATTEST NANNY L. KGLHAGE, CLERK
BY._ s r
DEPUTY CLERK
0
(SEAL)
AS�TOFOFMW
Y.
BY
y%Offim
Dfo Packet Pg. 3408
K.3.c
�O
t t
...............
��#COUTdY"f.f
0
BRANCH{OFFICE CLERK OF THE CIRCUIT COURT BRANCH OFFICE
3117 OVERSEAS HIGHWAY MONROE COUNTY P.O. BOX 37Crj
MARATHON,FLORIDA 33460 500 YHITEHEAD STREET PLANTATION KEY, FLORIDA 3347C �
TEL.f305)743-9036 KEY WEST, FLORIDA 33040 TEL,(305)652.925k Cn
TEL..(305)294-4641
March 18, 1992
o
Mrs, Liz Claud, Chief
Bureau of Administrative Code and Laws P W7 5�
" Department of State
The Capital
Tallahassee, Florida 32301
Dear Mrs. Cloud. CL
0
Enclosed please find a certified copy of Ordinance No. 007-1992 which.
1 adapts and approves certain text amendments to the Comprehensive Plan and
Cn
Land. Development Regulations that incorporate new methods and standards fo
measuring traffic levels of service; etc. U
This Ordinance was adapted by the Monroe County Board of Countyx
commissioners at a regular meeting in formal session on February 18, 1992 . a)
L-
0
LL
Very truly yours,
$ Danny L. Kolhage
Clerk of the Circuit Court and
ex officio Clerk to the Board 0
of County Commissioners
By: .
Isabel C. DeSantis,
3 Deputy Clerk
cc: , Dept. of Community Affairs P 6 3
• Mayor W. Harvey
Mayor Pro-Tem J. London
Commissioner E. Cheal o
Commissioner D. Jones
Commissioner J. Stormont
County Attorney R.. Ludacer
County Administrator T. Brown
Growth Management Director R. Herman
Ord.007
i
Packet Pg. 3409
SENDER: 1 also wish to receive the P 1,`s` 9
Complete items 1 and/or 2 for additional services.
` followingservices (for an extra
Complete items 3, d 4a 8 b. 1lfilCi e1� RCflp1
i + Print yatuf name d address on the reverse of this form so that we can fee): _
return,this card you, No insurance Coverage Pr d
Les
this rm to the front of the mallptace,of on the back if space 1, ❑ Addressee's Address ®. Do n __ 'ntelrnallr�na. I
ices not permit. 77ST T£S (See Reverse)
+ Write"Return Receipt Requested"on the mailpiece below the article number. . ❑ Restricted Delivery ,.�s�� c
+ The Return Receipt Fee wail provide you the signature of the person delivere � t4
to and the date of delivery. Consult postmaster for fee. Department of State
3. Article Addressed to: 4a. Article Number
Street&No
Dept. 0f Community Affairs P 630 462 147 The Capitol
27 0 Centery ew Drive 4b. service Type P.0,Sta:e&21PCode C
Tallahassee, FL 32099 ❑ Registered ❑ Insured FL 32301
'Tallahassee,
Certified [] COD (1)
Return Receipt for Postage Y
� Express Mail ❑ rrj
Merchandise �'
Certified Fee
7. Date of Defivery U)
Spec at Delivery Fee
.
5, signature (Addressee) Addressee's Address(Only if requested
and fee is paid) Restricted Delivery Fee
C
figg�nat Return Receipl Showing
to Whom&Bate Delivered
PS Form 1 ovembe 90 Vs-GPOk 1991�-287.066 DQMESTIC RETURN RECEIPT � Rehr Receipt Sliming to whams,
Dale,&Address ql. ft ' 04
TOTAL Posta
-.-.- &Fees
Postmarkrrj
NQER `JL
+ Complete Items,1 and/or 2 for additional services. I also wish to receive the l CL
+ ompNeta It.
3,and 4a&b. following services (far an extra ] g 7— q
r rant your he
and address on the reverse of this farm so that we can fee.): C
j rat
rn this card to you.
a.
Les
this form to the front of the rnailpiece or on the back if space 1. El Addressee's Address
g does not permit. ._
+ Write"Return Receipt Requested"on the mailpiece below the article number. 2. ❑ Restricted Delivery U)
i The Return Receipt Fee Will provide you the signature of the person delivers
1 t11 and the date of delivery. Consult postmaster for fee.
3. Article Addressed to: 4a, Article Number - 9
Department of Community Affairs P 630 477 015 �
4b. Service Type
P.O. Box 990 ❑ Registered ❑ Insured 2
Key [lest, FL 33041 XN Certified ❑ coo 0
Express Mail ❑ Return Receipt for
Merchandise
Date of Delivery
i
4
5. Signature (Addressee}
g � $. nd fee 'les paid)ddress(Only if requested _
Sign (Ag 0
PS Form overn er 1990 *,u.s.GPcr: —287-M �IOME'STIC RETURN RECEIPTCL
C
04
SENDER:
+ Complete items t and/or 2 for additional services,
1 also wish to receive the
• Complete items 3.and 4a&b. following services (for an extra
• Print your name and address on the reverse of this form so that we can s
return this card to you. feel:
+ Attach 3s form to the front of the aikpiece,or on the back if space 1, El Addressee's Address t�
does not p mtt.
+ Write"'R Den Receipt Requested"on the rnailpiece below the article number
2. ❑ Restricted Delivery _
+.. The Ratur Receipt Fee will provide you the signature of the parson delivare
to and the d" e of delivery. Consult postmaster for fee. i
3. Article Addressed to: 4a. Article Number
Mrs, Liz Cloud, Chief P 71.7 509 220
Bureau of Administrative Code & 4b. servi Type
Liws Dept.. of Mate ❑ Regts �d ❑ insured
The Capitol Certified ElCOD
rrj
Tallahassee, Florida 32301. ❑ Express Mall ❑ Return Receipt for
Merchandise
7. Date of Delivery
5. signature (Addressee) 8. Addressees Address(Ont quested
and fee is paid)..
6. signature (Ag 't
PS Form 1, Nov ber 1990 *u.s.GPO:IN1_za7 s DOMESTIC RETURN RECEIPT
Packet Pg. 3410
FLORIDA DEPARTMENT OF STATE 2
Jinn Smith -
Secretary of State
DIVISION OF ELECTIONS
Room 2002, The Capital, 'Tallahassee, Florida 32399-0250
(904) 488-8427
0
U
March 20 , 1992
r.3
Honorable Danny L. KclhageFL
Clerk of the Circuit Court Y, ;ks
Monroe County Courthouse
500 Whitehead Street
Key West, Florida 33040 _
U)
Attention: Isabel C. DeSantis, Deputy Clerk
Dear Mr . olhage
Pursuant to the provisions of Section 125 . 6 , Florida statutes, a)
this will acknowledge your letter of March 18 , 1992 and 2
certified copy of Monroe County Ordinance No . 92-7 , which was
filed in this office on March 20 , 1992 -
Sincerely, ca
0
Liz Cloud, Chief
13 reau of Administrative Cade 0
LC/m
Q)
U
U
Packet Pg. 3411
BOARDOPACOUNTY i t
u
L-
0
Crj
U)
C
c,
ailed04
'& 0
amilsons abloarm cmmyl, FDOTS 4vsui fim am
COMWO 0, WtvaAwn PhMains
bd
' m . porm#nm e v
0
_ , 1 do MXC adopted the
.
a+
0
0
cn
TOT,AL Wp �'
C06T TO COUN Ws WA0
0
CL
CL
Cl)
DMISIONOWk"IR
DOMMM"AMS -
w Included X Ib
",
AVm&,IW=k -7m
_Nut np*ed
Packet Pg. 3412
u
L-
0
Ile
Crj
FROK �, av D
en
Q)
u >
C
0
1
u
<4
04
CL
W S C i
0
Ile
S. p U}
a .AW a a,
C000n k fi 0
'
0
I
n Ift cn
tmngporh ,h b
' ii -
Sand Ii dwrw, %, ki ftr kmTAW '�_
2
CL
CL
i r l
l
co
a_
4
10muftift wVI
w m
Q)
u
Packet Pg. 3413
,
MUMM
® . MI m WAI
Crj
U)
r`
2M Oman Highway (D
da
Mwafto04
CD
CL
Fla 33050 CD
i
Vmvmr.MCGHWIP, 0
R . "Re-F.Woda ITit of Levil of Stivice
der I6&spmdbmd uWWology Or A u •
CO
has"MI to"Cond
_ .
Tak
Can
}* i a
lffor
th
cn®�q/�
J
MOne 6 . r
W
CL
e an five of 6* 24 scoments Of US.'It Wait Mon h'W �6 a CL
g
co
i7jjmcci&or&vvWImpFddd* INS ON E
9
whichad
mu of 0
ffi y Ift `
mmms comfy.,
by
it sum that"".no levcl u
aPA
i
Packet Pg. 3414
- a
U
L-
0
median .
F-
Cn
tl
2
Cn
0
U)
raw 4J
0
0
CL
ol
01)
CL
CO
U
Packet Pg. 3415
M m . , I
L
0
.)
U.S. I LEVEL OF SERVICE TASK TOWS D
0
MOM-.
CD
04
DA7TF C1
SUSUIETT�- : N1,11161161010 Crj
CL
n, L
to Fabnmy iMOMM Comildes adoptedcamw " r 0
rI fim'L08lw
m r
als
r F-
Pm
mumr m °
lam momm
ll
a Task
CammvdW,Affihs�ad-die W
0
r s'
tidedsmmmvrr,
k Road by d*-CQ=ty
li m
. 0
CL
Comw
CL I IN
r a °
116
sue*2 z
. "
OSI Of Los C.
nis makamfivaplam of peg*
U.S.
policy ®mpiet of hind MA Ole r
i
t
Packet Pg. 3416
u
In
a� � 0
r
AM Cowbut*0
U)
MMM 0MV owl we Ike
t >
04
a Rd grow 9"s MwwphM WAM CD
sun MpM Ow me TdA raw wdM CD
Cri
I _ CL
1 2
® U-
h"Maps0
0
Mumim . s
FDcyr
U)
0
CL
qcvdAp"Lod of CL
m
VdOrs .spud b daftwis&g8wis,
M. M
COm MOW.
I
n c `
Revim
Tsip
?a } i
Packet Pg. 3417
PM4 spew all Adj 0
limls
• ur
of sewift ad Rmnv
cn
existing
0
•
CD
is
2
0
cn
-
® Wid OWN ofacdco,emu coothwe
® 0
th OW 0
to MAINIMS an no"
that is being used to alloaft.ml j en
Howevere -
oft PKWW is SWIPA an.0 swat of U.L I when
fteWd Immel speed for dict WFMLa
2
CL
+l • C
Mw
•
• } col
W
LOS cm
Fo • m
M. to z 66 dA&Wm
m
m
® i� w
i 6die l
The Task Force
• •
Febma and the lbunh
qWca
� " Packet Pg. 3418
u
L-
i D
W
® 0
CD
4.
dun w" no CL
e 4
io
' 0
Saw"m am is no bulliby-
W
0
a
e 2
CL
11 s*
in
YML
W
tl
md Imemm w NO;=L UCGPW of 1k MOSOCROWL
yam gruramped speed dM an
de
the mom mat am YUL m*a*in Most www's=Pwkuud i
Packet Pg. 3419
MW
U.S.
bee yam Spoid hu ay
Ovu
• m
nlowipred bar
it cn
yoW of giiago Weed due.
CD
(®1
awktmd
r r at Sips; r®
m
speed ai on
0
0
o e
r A.. a
4chymof*a UbWw SW%Vzlto
®.
Al , m .�
efU.L't)
N ffrjWTSD XV THF,TASK FORCEC01
z
3
i m me. ' r.
a +
C)
� m �® c>
mUS. 1ho a
im*or scro an
.. m ,
m
10 m m ring,
° s lowly 'lot'M you ago%ben
® i
At CIO I
r s l
Packet Pg. 3420
® k'�
U
L-
0
m
it apycm dot to WA. -boad.nwhodelogy is
Cn
Q)
0
U
as 1
04
CD
' s
FWT-O*lm Is dkOt a)
0
is hWaddie:sop of do-Thik *° °
COMMbdeners(BOMaid0
0
surJud for U.S. I.
Cn
0
0
ffi
or-jucm .
CO
Hinit an
A I oft is A4
8
b $
pmpm to
U
b�
Packet Pg. 3421
i
_I
IR
�i
U)
Fx
I �
CD
CD
crj
CL
All
crj
lift Im
I
i
I �
i I I
i
0
I �
U)
an mm
Now* CL
CL
qc
M�
z
� I W
i
l
3i, W
i
i I �
� I q
Packet Pg. 3422
b
NNW
crj
Fla W-1
1 Vs qn Iftsly
i loom
C
j
CD
04
CD
in RP v V
' 3
In ol on am
CLLL
0
cu
so 0
11 �
U)
CL
10
,
i n
�I
E
CS
14
a ) m
i
to
i
,
i F
I
,
Packet Pg. 3423
I
Ti
' OIL
1 L �
0
i
Crj
oft ilk f
me
U)
5
Im
05
CD
-
Ou
m
CD
cu
2
ccg
I i
� I
�) r 0
0
w
i I
U)
it
IF
Pg
SV
minIts
—1 17
CL
.
z
�• �'; 'a
av
as
0
m
ane-
i +
m '
�d
u
.'
— Z
A id
Packet Pg. 3424
< pJANNHOOMAMIC MI, "A ' ,
IMM
L-
0
eia
0
u
CD
CD
crj
� a 2
0
cn
4
.®
2
CL
col
gi
r bow on T/C asa
bledleftka
u
cu
w ° Packet Pg. 3425
OF
SUMMARY
U-
U)
Q)
soma vithdos
CD
CD
iA in of Raarvb TWO CL
2-
IT
01
to www'dw-,
b . a 2
glib"
('
® . e U)
twx0g® rb 0
m 1 W hipA a
a . 2
CL
a CL
®. CO
h
2.
i ,b Sim an a
f 110
Maur, P
:
B o
Od
v
I
• li .. 6=1rAfta-MUM not have"uldnwe
d, &
LOW vnwnmw
Cv
Packet Pg. 3426
m M
_
To chop do LOS andod an
m a 2
0
*i dIabLusLaIlL
°
Crj
Y
MA u
Me"was und so dayd:v Udine"
cu
iSRM" r
�. +' i
0
wobw we
® a w 0
i
_ wll
fto go
ey WastbacAwaftbe
U)
CBW'KWChmml
y SC
Zpfd LTL
k ®r wadd >
® CL
CL
i
r its it,to 4.
a
IBMg
6
w
-COSIGING
. candudil
u
i
Packet Pg. 3427
a
placipla which mmst be*&wad for my cm*In do melhou"yd
AqKqt.Amy
0
le
Crj
cn
mmvA0MxvJ@MArY' f0r IBM d6un"ac" CD
04
CD
I
Crj
0
i
0
0
CL
•nftWon Ratmeeft3
e 2
CL
Ct)I
m E
,ona ImmoW
(Big POLL KWH
IOWA
,
u
a
nd per vW
� . Packet Pg. 3428
K.3.d
e Q • e . . L
y table qr4mrbmumam at Trod um 0
Pan
U)
w
®M
0
u
C
04
" m ybn an t
+ o a a
Lmltjfswwciw
Gm(4S mph Y&aver
CL
d a a®
u
i
0
° F—
a+
U
0
s
g
2
i
CL
CL
M
E
u
f
1 a
Packet Pg. 3429
CONCLUSIONS ° a�
2
,. L-
crj
dft LOS im be u
re
vCD
04
CD
lent damfidmm iswMewod.
` a'
voill
CL
a)
2
0
high, orlowo"knom
a,
0
U)
Rn a �
2
wI Tj :, ;
Fla fida Keys. �I
1
I
co
P z
7
f
a
I
Packet Pg. 3430
u
L
a 0
4
¢ e
bea m m ® CO
• m a •=u•.
wg N c • . '�
m 0
CD
04
CD
04
• a k o § Crj
Crj
Do
a
m
a
inN nMw OlislW90 HIMIll,
I � a •
USA
mA
• r
- xi•A .a
r a
fit" 05
.
* m .gym d
m a
I i g
CO
CL
a C
la G M
lWd
pu
r
u
Packet Pg. 3431
m
0
i
U)
{ to
CD
04
CD
CL
t a D
2
i
0
T
+s
U
os
0
m r
CL
,3
CO
I
is
j
u
Packet Pg. 3432
IARIWVV f CUM I v v
6
2
UO-
.� vat
I �
Doom
410
CL
L
0
U-
OWN'� �� �.
ON Allow I
# C-
i �'
I All 160 MOOS
lot
a ,,
'i _ 00
0
46
Cu
w
d
t
° CO
ffi
I'
A
i,
Packet Pg. 3433
2
0
` ` IOW V& U) E
P
® 0
a u
04
cu
Dui i f II; .
a)
k
2 LL
iE
a+
Aki cu
s � �
VIA I'Low
an
,adstswqfts now�Y
NN ,
"WidwCL
�FCL
co
Gil z
vim COWUNAM am
6�
- 141
W
U
i
Packet Pg. 3434
LUNOULIMM14M Abu AV
U
Crj
en
3
too"'6mam coin")
,. U
CD
CD
CL
;,
Crj
40
I�
".
2
iw
-- �1
I
,
m
L
WON
Packet Pg. 3435
„ , .
2
0
ur
CU
U)
D
0
04
Cu
CL
U
tow”SUPONd
0
summit
0
6
s �
CL
rim
ph anav*OWN
WOW
CO
hw-
i
E
.� ... -
sobr a
_. -.. .-.. .0
& U
+a
I �
ji
Packet Pg. 3436
fob.a -O%hwww . ®yam .'= � ■
i
0
Cri
w� -- U)
_ -
i_
CD
04
CD
Cri
v
CL
IA_
4ow Now"
so 1 � �
4
-
Cn
UAW
:t CL
6�I
iAw
CO
E
poom mnos*w own oft,
wwof
dk � P
i
ry0
u
ig
$ i
Packet Pg. 3437
u
L-
0
LL
cu
va
CD
04
CD
a CD
crj
a CL
D
f
u
Im
cu
I
1 �
4
( ' `" tot
ow
cn
�.
a
low CL
do
r
144M.FAZ,40001 u
Packet Pg. 3438
en
mitlappopdamo mood got, >
u
�®
i
- k
�T
t
U
J
1
46
CL
SNOOP 141MOSS'
�. co
..
0 lot
w
I i
i
I;
,, Packet Pg. 3439
i
.._. u
y � �
0
ICU
i vd
.. -
M"
U
" ) w "_
CD
04
CD
m r N
u a ICU
CL
2
I
0
• � t
ZAN
tS3
F—
_ 8 i s
cn
`s
H 2
i C'
)
c
m
u
i
Packet Pg. 3440
I M&POMAO FAM01 u
immosmot
or-
F u
04
h8
;a
CL
cn
avow '00
w A - - pf�
Sol M Soo, vd
J
46
v WWI 91 A to 73.1
d
col
0 All
Packet Pg. 3441
Thu 104disovMMAI Item uo-
IT
cn
In a
,1 m
54A,
4not
CL
01
1 ss , L
I e — 1 _.-
+1 C-
0
0
.401
0
- Q>
c ' �
ffi U,
7
V. , .5, 6
s d cu
AMOMMIAPS Mow to I
F
SAMOM
�t
{
0
as A
1
rl
Packet Pg. 3442
M
� vp
"
Woo Wd My bWr
Aim
tl6
wit
feet
NOW
modho- 0mimp Ito loop
m
d
Al o — _— loop Owe OW*toactdo U L
F"
,
CO
U,
I
0
CO
a
�.
Us.
3
— a
apop
too
u
9
�� Packet Pg. 3443
u
0
crj
-
U)
t ;
a
CD
04
CD
VWSf
� "
e
cu
ry 1
2
,
a
U)
f
a.-
0
jr
M
Otto' - E
e ¢ - W
ig
i+
Packet Pg. 3444
, I
h
- crj
U)
aD
la'amovil tow co C
0
cD
CD
71
o
ca
D
- EM it
2
a* vow U-
cu
a >
cn
cu
CL
AS
eo
ISO
/E
u
�a
+a
Packet Pg. 3445
s
� . pi
u
7 L-
U-
u�
crj
U)
D
C
�. 0
CD
04
CD
crj
+a
CL
dow
L
�t n U-
r
P)
CL
CL
gam.
co
m, z
E
E
Ab �i
m
r
Packet Pg. 3446
SAW —aw 0*0ft
a i
crj
■
■
U)
0
0 CD
04
CD
r N
CL
i
r 0
■ crj
F—
« ■ 0
6
0
U
0
y
2
i
CL
CL
r
■ M�
z
E
• 1
■
I -
i
j
■
u
r
Packet Pg. 3447
(D „.
C
,410
N
TOL
SAWN
0
5 00
1 1 f row
A a io
io
Awli
6
two
2>
EI
fi{Q,
R
o
r L, a
Packet Pg. 3448 ;
u
f6"WWWA&Woo
04
0.
L
CO
MOW
In
0
00
tl isms. ' ,
P�
10600 tool to lows,WOOMP themy GodbAR
- 46
CL
I
10 Poll of Ali MCA $60"ONW,
F
r '..� -
tr
u
t3
+s
,
Packet Pg. 3449
u
L-
0
TOW g d
'.
how"ftft
>
0
04
mom",calm ho Awpi9w*Minotua
n
Y CL
Mal
wwoomm"fi"W'll
IT
iko%mdwg.vm two
U)
J
0
CL
CL
Lad�. °
M
iwAd
i
M*
UwA
vim
4
f Packet Pg. 3450
blowt-row"
fiat .`
u
U-
crj
((mod
C
(yD,
O
0
emu�®®
W
CD
CD
CL
crj
0
crj
0
0
E
®D
Vd
0
O
2 .
CL
CL
o
01)
�W�®®
W
ffi
W
u
r�
■
9
Packet Pg. 3451
OZ'Z'OE ueld jalsew uoqejsodsuesj/(pnjs o1 /6olopoyau �. W L ,.
M M
a
Y
a
0
s
EU :S
m
eu _
of -
CGl
c N a
_ U m
a w
� O�� t
o �
0 3
o�
� a
t
m o_ E
m a
v e
o�
�c
0
0
0
0
d
0
o �
a
0
�o O
� w
4
O
o O
E
Eo 0
_ - O
- _ C
Oo
E K
Y
N ~ E
BEM of =
o o
o
a _
cL° A — o —
K.3.f
BOARD OF COUNTY COMMISSIONERS
County of MonroeL Mayor Heather Carruthers, District 3
TheMayor Pro Tern Michelle Coldiron,District 2
FloridaS �� 1�� Craig Cates,District l
David Rice,District 4
Sylvia J.Murphy,District 5
September 10, 2020
r. Dane Eagle
Executive Director
Department of Economic ponity L_
107 E. Madison Street _
Caldwell Bldg., MSC 10
CU
Tallahassee, FL 32399
Cn
Dear Mr. Eagle,
Monroe County is contacting your office to coordinate on the related to transportation concurrency in the 0
Florida Keys. Monroe County, in coordination with the Florida Department of Transportation, has
completed a systematic traffic monitoring program initiated in March 1991. Since 2013, Monroe County
conducts travel time and delay studies along US 1 on a biennial basis; previously it was collected on an
annual basis. The US 1 Arterial Travel Time and Delay ty's primary objective is to monitor the level
of service on US 1 for concurrency management purposes pursuant to Chapter 163, Florida Statutes, the Q
Ci
Monroe County 2030 Comprehensive Flan and Chapter 114 of the Monroe County Land Development
Code. The County and cities in the County use this report to analyze transportation concurrency.
The premise is that the County will not issue development approvals that exceed the reserve capacity on
each segment, which would render that segment below an acceptable level of service. Further,the overall Cn
US 1 level of service is also a standard used to control growth.
0
The US 1 Level of Service Task Force was formed in 1992 to develop a methodology for US 1 that utilizes
a relationship between the volume-based capacities and a speed-based Level of Service (LOS). The
original Task Force was amulti-agency team with members from 0 oe County (MC), the Florida
Department of Transportation (F OT), and the Department of Economic Opportunity (formerly known
as Florida Department of Community Affairs - CA). The methodology established by the task force
includes a procedure for using travel speed as a means of assessing the level of service and reserve capacity
for US 1.
U
The members of the Task Force (MC, F OT, DCA) reconvened in 1997 to re-evaluate the LOS
methodology and made some minor changes, such as the signal delay for LOS C was increased to 25
seconds from 15 seconds to account for changes in the Highway Capacity Manual.
Considering that the last meeting of the Task Force was held more than 22 years ago, and the County's
traffic consultant,AEC OM,has noted potential methodology updates, including that the current Highway
Capacity Manual has increased signal delay for LOS C to 35 seconds from 25 seconds,it is suggested that
the members of the Task Force meet again to review the LOS methodology and identify any potential
changes. Additionally, it is a requirement of Policy 301.2.1 of the Monroe County 2030 Comprehensive
Plan, that Monroe County...shall request that the Task Force update and refine themethodology's
500 Whitehead Street, Suite 102, IGey west,FL 33040
Packet Pg. 3453
K.3.f
assumptions on a periodic basis when new data becomes available. This will ensure that the methodology
is consistent with current practices and identify opportunities for improvement, if any.
AEC specifically noted the following for the review and consideration of the Task Force:
• Review the signal delay threshold for LOS C based on the current Highway Capacity Manual
(delay threshold increased from 25 seconds to 35 seconds) and adjust the methodology
accordingly,
• The methodology to determine the LOS for the 24 individual roadway segments and the overall
US 1 are slightly different.Individual segment LOS is determined by comparing the median travel
speed with the weighted posted speed limit for the segment. For example, Segment LOS is A if
the median travel speed is 1.5 mph above the posted speed limit. Alternatively, the overall LOS
for US 1 is determined by comparing the median travel speed with pre-established speed
thresholds for different levels of service. For example,the LOS for US 1 is A if the overall travel 0
speed is equal to or above 51 mph,irrespective of the overall weighted posted speed limit. In other
Cn
words, the overall LOS criteria does not consider the posted speed limit. CU
• According to the current methodology, delays due to drawbridge openings should be excluded
Cn
from the segment travel times, but included in the overall travel times. Considering that delays
associated with drawbridge openings are non-recurring and impact the overall US 1 level of
service, this part of the methodology should be reviewed and adjusted accordingly.
• Review the travel time schedule(i.e.departure times and staggered schedule)and adjust as needed
to reflect current traffic conditions.
N
A copy of the current methodology is included with this letter, We hope to reconvene the Task Force in
the near future to review the methodology, in anticipation of determining changes, if any, prior to
commencement of the next travel time and delay study, which is to be completed in early 2021. We are Ci
also contacting the FDOT and our municipal partners. We ask that a member of your office be identified
to participate in this Task Force and the reevaluation of the LOS methodology.
Please feel free to contact my office at (305)2 2-3430 or Janene Sclafani, Transportation Planner, at en
(305)2 9-2545, with any questions on reconvening the Task Force. Thank you in advance for your time
and consideration of this request.
0
Regards,
J
0
M or I-Ile, her Carruthers
js
U
l nel: Current LOS Methodology
Cc: Mayor Pro'rem Michelle Coldiron,District 2 Jim Wolfe,FDOT District Six Secretary
Commissioner Craig Cates,District 1 Daniel Iglesias,FDOT District Six Director of Transportation Development
Commissioner David Rice,District 4 Dat Huynh,FDOT District Six Planning and Environmental Administrator
Commissioner Sylvia J.Murphy,District 5 Kenneth Jeffries,FDOT District Six Transportation Planning Manager
Roman Gastesi,County Administrator
Christine Hurley,Assistant County Administrator
Emily Schemper,Senior Director of Planning&Environmental Resources
Janene Sclafani,Transportation Planner
James D.Stansbury,DEO Chief
Mario Rubio,DEO Director of Community Development
Barbara Powell,DEO Regional Program Administrator
Kevin J.Thibault,FDOT Secretary
500 Whitehead Street, Suite 102, Key West, FL,33040
Packet Pg. 3454
K.3.g
County of Monroe BOARD F COUNTY SS S
- Mayor Heather Carruthers,District 3
y
The Florida Keys � Mayor Pro Tern Michelle Coldiron,District 2
.; � ' .�� "
r_
Craig Cates, District I
David Rice,District 4
Sylvia J.Murphy,District 5
September 10, 2020
r. Kevin J. Thibault, P.E.
Secretary
Florida Depart et of Transportation L_
605 Suwannee Street
Tallahassee, Florida 32399
Cn
Dear Mr. Thibault,
Monroe County is contacting your office to coordinate on the related to transportation coneurrency in the >
Florida Keys. Monroe County, in coordination with the Florida Department of Transportation, has 0
completed a systematic traffic monitoring program initiated in March 1991. Since 2013, Monroe County
conducts travel time and delay studies along US 1 on a biennial basis; previously it was collected on an
annual basis. The US 1 Arterial Travel Time and Delay Study's primary objective is to monitor the level Q
of service on US 1 for concurrency management purposes pursuant to Chapter 163, Florida Statutes, the Q
Monroe County 2030 Comprehensive Plan and Chapter 114 of the Monroe County Land Development
Code. The County and cities in the County use this report to analyze transportation concrrecy.
The premise is that the County will not issue development approvals that exceed the reserve capacity on
each segment, which would render that segment below an acceptable level of service. Further,the overall
Cn
US 1 level of service is also a standard used to control growth.
The US 1 Level of Service Task Force was formed in 1992 to develop a methodology for US 1 that utilizes _
a relationship between the volume-based capacities and a speed-based Level of Service (L ). The
original Task Force was amulti-agency team with members from 0 oe County (MC), the Florida
Department of Transportation (F OT), and the Department of Economic Opportunity (formerly known
as Florida Department of Community Affairs - DCA). The methodology established by the task force
includes a procedure for using travel speed as a means of assessing the level of service and reserve capacity 0
for US 1.
The members of the Task Force (MC, FDOT, DCA) reconvened in 1997 to re-evaluate the L S
methodology and made some minor changes, such as the signal delay for L S C was increased to 25
seconds from 15 seconds to account for changes in the Highway Capacity Manual.
Considering that the last meeting of the Task Force was held more than 22 years ago, and the County's
traffic consultant,AEC OM,has noted potential methodology updates, including that the current Highway
Capacity Manual has increased signal delay for L S C to 35 seconds from 25 seconds, it is suggested that
the members of the Task Force meet again to review the LOS methodology and identify any potential
changes. Additionally, it is a requirement of Policy 301.2.1 of the Monroe County 2030 Comprehensive
Plan, that Monroe County...shall request that the Task Force update and refine themethodology's
500 Whitehead Street, Suite 102, Key West, FL 33040
Packet Pg. 3455
assumptions on a periodic basis when new data becomes available. This will ensure that the methodology
is consistent with current practices and identify opportunities for improvement, if any.
AECOM specifically noted the following for the review and consideration of the Task Force:
+ Review the signal delay threshold for LOS C based on the current Highway Capacity Manual
(delay threshold increased from 25 seconds to 35 seconds) and adjust the methodology
accordingly.
• The methodology to determine the LOS for the 24 individual roadway segments and the overall
US 1 are slightly different. Individual segment LS is determined by comparing the median travel
speed with the weighted posted speed limit for the segment. For example, Segment LS is A if
the median travel speed is LS mph above the posted speed limit. Alternatively, the overall LOS
for US 1 is determined by comparing the median travel speed with pre-established speed
thresholds for different levels of service. For example, the LS for US 1 is A if the overall travel 0
speed is equal to or above 51 mph,irrespective of the overall weighted posted speed limit. In other -e.
e.
words, the overall LOS criteria does not consider the posted speed limit.
• According to the current methodology, delays due to drawbridge openings should be excluded Cn
from the segment travel times, but included in the overall travel times. Considering that delays
associated with drawbridge openings are non-recurring and impact the overall US I level of
service, this part of the methodology should be reviewed and adjusted accordingly.
• Review the travel time schedule(i.e. departure times and staggered schedule)and adjust as needed
to reflect current traffic conditions.
N
A copy of the current methodology is included with this letter. We hope to reconvene the Task Force in
the near future to review the methodology, in anticipation of determining changes, if any, prior to
commencement of the next travel time and delay study, which is to be completed in early 2021. We are Ci
also contacting the FDOT and our municipal partners. We ask that a member of your office be identified
to participate in this Task Force and the reevaluation of the LS methodology.
Please feel free to contact my office at (305)22-3430 or Janene Sclafani, Transportation Planner, at Cn
(305)29-2545, with any questions on reconvening the Task Force. Thank you in advance for your time
and consideration of this request.
0
Regards,
J
0
Zy�or He lie 'arruthers
IC/jis
U
Encl: Current LOS Methodology
Cc: Mayor Pro Tern Michelle Coldiron,District 2 Dane Eagle,DEO Executive Director
Commissioner Craig Cates,District 1 James D.Stansbury,DEO Chief
Commissioner David Rice,District 4 Mario Rubio,DEO Director of Community Development
Commissioner Sylvia J.Murphy,District 5 Barbara Powell,DEO Regional Program Administrator
Roman Gastesi,County Administrator
Christine Hurley,Assistant County Administrator
Emily Schemper,Senior Director of Planning&Environmental Resources
Janene Sclafani,Transportation Planner
Jim Wolfe,FDOT District Six Secretary
Daniel Iglesias,FDOT District Six Director of Transportation Development
Dat Huynh,FDOT District Six Planning and Environmental Administrator
Kenneth Jeffries,FDOT District Six Transportation Planning Manager
500 Whitehead Street, Suite 102, Key West,FL 33040
Packet Pg. 3456