SIGNAL WARRANT ANALYSIS (01/2006)
~=n
Kimley-Horn
and Associates, Inc.
SIGNAL WARRANT ANALYSIS
Federal Highway (U.s. 1) & S.E. 1 ih Avenue
LAS VENTANAS
(f.k.a. GULFSTREAM LUMBER)
BOYNTON BEACH, FL
Prepared for:
Epoch Properties, Inc.
Winter Park, Florida
047502001
January 2006
@Kimley-Horn and Associates, Inc.
Engineering Business Number C A00000696
4431 Embarcadero Drive
West Palm Beach, Florida 33407
561/845-0665 TEL
561/863-8175 FAX
chf:::~-:H~ik-
Florida Registration Number 58636
JlL~ /oe
-
.
.-
~=~
Kimley-Horn
and Associates, Inc.
-
-
..
-
TABLE OF CONTENTS
..
-
SECTION
PAGE
..
INTRODUCTION
. . . .. . . . . . .. . .. . .. . . . . . . .. . .. .. . .. . . . . . . . . . .. .. . .. .. . .. .. . . .. .. .. 1
-
..
FUTURE SITE TRAFFIC.............................................................. 2
Traffic Generation.............................................................. 2
-
..
BACKGROUND DATA................................................................ 3
-
OPERATIONAL ANALySES......................................................... 4
Existing Configuration......................................................... 4
Proposed Configuration........................................................ 4
Comparison of Alternatives. ....... ... ......... ..... ... ..... ...... ........ ....4
..
..
ACCESS MANAGEMENT INVENTORy.......................................... 6
-
-
SIGNAL W ARRANT ANALySIS.................................................... 7
Signal Warrant Information. ... ............ ....... ...... ............. ... ... ... 7
Future Conditions Volume Warrant Analyses.............................. 8
-
-
CONCLUSION.......................................................................... 10
APPENDICES
-
A. Site Plan
B. Future Site Traffic Information
C. Traffic Volume Data
D. Future Signal Warrant Volume Analysis
-
,-
-
-
..
-
..
'-
..
-
047502001-0106
Page i
..
'.
..
~-
~=~
Kimley.Horn
and Associates, Inc.
..
-
.-
LIST OF TABLES
,.
.-
Table No.
Title
Paae
..
-
1
2
3
Trip Generation Potential... ... ..... .......... ........ ............... 2
Summary of MUTCD Warrant Criteria........................... 7
Signal Warrant Volume Analyses: Future Conditions........... 9
..
-
..
-
..
-
-
-
..
-
~#c<<
-
-
-
-
-
..
.a
..
..
047502001-0106
Page ii
..
-
..
-
~=~
Klmley.Horn
and Associates, Inc.
..
-
..
-
INTRODUCTION
..
-
The existing Gulf Stream Lumber site, which is located in the northwest quadrant of
Woolbright Road and Federal Highway/US 1 in Boynton Beach, Florida, is
proposed to be redeveloped to contain a mix of residential, retail, and restaurant land
uses with a buildout date of201O. Currently, the site serves as a 14.64 acres lumber
yard. A plan of the proposed site is included in Appendix A.
..
-
..
-
..
'.
Two site access points are proposed to be located on S.E. 12th Avenue, just north of
the site. S.E. 12th Avenue forms a T-intersection with Federal Highway / US 1,
which acts as the eastern boundary for the site. S.E. 4th Street also meets S.E. 12th
Avenue just west of Federal Highway / US 1. Currently, there is no median opening
on U.S. 1 at this intersection. A signal warrant analysis was performed at the
request of the City of Boynton Beach to evaluate the potential for signalization of
the intersection.
--
-
-
-
-
-
-
Kimley-Horn and Associates, Inc. was retained to undertake an evaluation of the
potential for signalization of this intersection. This evaluation included two
components:
-
-
. An inventory of relevant access management criteria
. An evaluation of traffic signal volume warrant criteria
..
-
This report summarizes the analysis and findings.
..
-
..
.-
-
'.
,.
~-
042216002
Page I
..
-
..
-
~=~
Kimley-Horn
and Associates, Inc.
..
-
..
-
FUTURE SITE TRAFFIC
..
-
-
The existing Gulf Stream Lumber site is proposed to be replaced with the following
intensity and type of development:
. General Commercial Retail: 43,359 square feet
. Townhouse/Condominium: 20 Dwelling Units
. Apartment: 474 Dwelling Units
..
..
-
..
.-
..
Traffic Generation
The expected traffic generation potential for this development was determined using
rates and equations published by Palm Beach County and the Institute of
Transportation Engineers (ITE). The internal capture and pass-by capture of traffic
was also determined using rates and methodology published by Palm Beach County
and ITE. Detailed calculations are included in Appendix B. Table 1 summarizes
the trip generation potential for the site.
..
-
..
-
.-
-
- -
Table 1
Trip Gcncration Potcntial
AM Peak Hour PM Peak Hour
Daily (trips) (trips)
(trips)
Total In Out Total In Out
Driveway Traffic 7,065 291 75 216 643 359 284
Change in External Traffic 4,751 158 (31) 188 312 246 65
..
-
..
-
..
..
-
..
-
047502001 - 0106
Page 2
-
,-
-
-
~=~
Kimley-Horn
and Associates, Inc.
-
-
-
BACKGROUND DATA
-
.
-
The following data were collected for use in the operational analyses and signal
warrant analyses:
.
-
-
-
Hourly turning movement volumes were collected from 7:00 AM to 9:00 AM and
from 4:00 PM to 6:00 PM on July 7, 2005, at the intersection of S.E. 12th Avenue
and Federal Highway/US 1. The turning movement volume summaries are included
in Appendix C.
-
..
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
..
-
047502001 - 0106
Page 3
-
~
..
-
~=~
Kimley-Horn
and Associates, Inc.
..
'-
..
OPERA TIONAL ANAL YSIS
-
..
-
Existing Configuration
The current geometry allows eastbound right movements from S.B. lth Avenue
onto Federal Highway/US 1, eastbound left turn movements from S.B. 12th Avenue
onto S.E. 4th Street, southbound right and left movements from S.E. 4th Street onto
S.E. 12th Avenue, southbound thru movements on Federal Highway/US 1,
southbound right movements from Federal Highway/US 1 onto either S.E. 12th
Avenue or S.E. 4th Street, and northbound thru movements on Federal Highway/US
1. A diagrammatic sketch of the currently allowed movements is included in
Appendix C.
-
-
-
-
-
..
..
-
-
This intersection is located approximately 980 feet north of the signalized
intersection of Woolbright Road and Federal Highway/US 1. The analyzed
intersection is also located approximately 250 feet north of a southbound left turn
lane onto Riviera Drive, and approximately 380 feet north of a northbound left turn
into the existing site.
-
-
-
-
-
Proposed Configuration
In order to accommodate a signal at the intersection ofS.E. 12th Avenue and Federal
Highway/US 1, a median opening and a northbound left turn lane would need to be
constructed. Also, the current configuration of S.E. 4th Street would result in safety
problems. Therefore, it would be necessary to eliminate this leg entirely or
physically restrict movements for this roadway to right-in, right-out maneuvers only.
-
-
..
-
..
-
Comparison of Alternatives
Several issues are evident when comparing the unsignalized and signalized
configurations at the intersection of S.E. 12th Avenue and Federal Highway/US 1:
..
-
-
· The link of S.E. 4th Street forms a T-intersection at S.E. 12th Avenue a
matter of feet of the intersection in question. This particular scenario, while
-
..
-
047502001 - 0106
Page 4
..
-
-
~=~
Kimley-Horn
and Associates, Inc.
-
-
-
-
already undesirable for safety reasons in its existing state, will only become
more unsafe if a signal is incorporated because of the increase in the number
and type of potential vehicle conflicts: and the potential of increased queued
vehicles on S.E. 12th Avenue.
. With the existing southbound left turn lane approximately 250 feet south of
the project intersection on Federal Highway/US 1, a minimal amount of
space is available to allow a northbound left turn lane on Federal
Highway/US 1 at the project intersection. There is a potential that queues
from one intersection may block the other intersection, resulting in conflicts
and undesirable operating conditions.
-
..
-
-
..
-
-
-
-
-
..
-
-
-
...
-
'....
-
..
-
-
-
-
-
-
-
047502001 - 0106
Page 5
..
-
-
-
~=~
Kimley-Horn
and Associates, Inc.
-
-
-
-
ACCESS MANAGEMENT INVENTORY
-
-
-
The section of Federal Highway/US 1 adjacent to the site is classified as an Access
Class 5 roadway with a posted speed limit of 40 miles per hour. Based upon these
parameters, the standard signal spacing is a minimum of one-quarter mile (1,320)
feet) apart. The signalized intersection of Woolbright Road and Federal
Highway/US 1 is approximately 980 feet from the project intersection.
-
-
-
-
-
Additionally, the potential signal would create a new full median opemng
approximately 250 feet north of an existing directional median opening, whereas the
minimum distance required without a variance is 660 feet. Although this
southbound directional median opening could potentially be closed, the spacing to
the existing signal at Woolbright Road & U.S. 1 would still be substandard.
-
-
-
...
-
-
-
'....
~.
....
-
-
-
...-
-
-
-
-
0427502001-0106
Page 6
-
'.
-
-
~=~
Kimley-Horn
and Associates, Inc.
..
-
-
SIGNAL WARRANT ANAL YSIS
-
-
-
Signal Warrant Information
To perform the analyses, the volume warrant criteria contained in Chapter 4C of the
2003 Manual on Uniform Traffic Control Devices (MUTCD) were considered. The
eight warrants defined in the MUTCD are:
-
-
-
-
Tahle 2
SUl11l11ar~ of:\1{ 'TCD Warrant Criteria ---
~- ~---- ---- -r-- ~- --- - -- ----
"'arrant , Description
- -- - - -
Minimum Vehicular Volume, Condition A, is intended for
application at locations where a large volume of intersecting traffic
Warrant 1 is the principal reason to consider installing a traffic control signaL
Eight Hour Vehicular Interruption of Continuous Traffic, Condition B, is intended for
application at locations where Condition A is not satisfied and
Volume where the traffic volume on a major street is so heavy that traffic on
a minor intersecting street suffers excessive delay or conflict in
entering or crossing the major street
Warrant 2
Four Hour Vehicular Intended to be applied where the volume of intersecting traffic is
Volume the principal reason to consider installing a traffic signal.
Warrant 3 Intended for use at a location where traffic conditions are such that
Peak Hour for a minimum of I hour of an average day, the minor-street traffic
suffers undue delay when entering or crossing the major street
Warrant 4 Intended for application where the traffic volume on a major street
Pedestrian Volume is so heavy that pedestrians experience excessive delay in crossing
the major street
Warrant 5 Intended for application where the fact that school children cross
School Crossing the major street is the principal reason to consider installing a traffic
control signal.
Warrant 6 Progressive movement sometimes necessitates installing traffic
Coordinated Signal System control signals at intersections where they would not otherwise be
needed in order to maintain proper platooning ofvehicIes,
Warrant 7 Intended for application where the severity and frequency of
Crash Experience crashes are the principal reasons to consider installing a traffic
control signal.
Warrant 8 Installing a traffic control signal at some intersections might be
Roadway Network justified to encourage concentration and organization of traffic flow
on a roadway network.
Source: 2003 Manual on Uniform Traffic Control Devices
-
.
.
-
-
-
..
-
-
-
-
-
-
-
..
-
..
-
..
-
Based upon the descriptions of each of the warrant criteria contained in the MUTCD
and the traffic, pedestrian and roadway characteristics in this case, the following
warrant criteria are considered:
-
-
..
.-
0427502001-0106
Page 7
-
-
..
-
~=~
Kimley-Horn
and Associates, Inc.
-
-
-
-
· Warrant 1, Condition A - Eight Hour Vehicular Volume, Minimum Vehicular
Volume
· Warrant 1, Condition B - Eight Hour Vehicular Volume, Interruption of
Continuous Traffic
· Warrant 2, Four Hour Volumes
-
-
-
-
-
Information including posted speed limits and the proposed future intersection
configuration were used in addition to the traffic volume data to perform the
analyses. The right turn volumes on the minor street approach were not included in
the overall minor street traffic volumes.
-
-
-
-
Future Conditions Volume Warrant Analyses
-
-
-
Traffic generated by the proposed redevelopment of the Gulfstream Lumber site was
added to the existing volumes to determine the expected future traffic conditions at
the study intersection. Peak hour project traffic was calculated based on rates and
equations published in the Institute of Transportation Engineers' (ITE) Trip
Generation, Seventh Edition and Palm Beach County. In order to accurately depict
how the intersection will operate based on its signalization, traffic assignments and
volumes were adjusted to assume a median opening and northbound left lane, which
will allow the intersection to be fully accessible. Furthermore, this required the
reassignment of some traffic currently on S.E. 4th Street and on S.E. 12th Avenue,
because it is expected that it would be necessary to restrict S.E. 4th Street to right-in,
right-out only movements because of safety reasons. Also, the original analysis for
this site assumed an unsignalized intersection without full access; therefore, the
overall project traffic assignment was modified to allow project traffic to access the
site via northbound left movements, and to allow exiting of the site via eastbound
left movements that would now be allowed by the signalization.
-
-
-
-
-
..
-
-
-
..
-
...
-
The future signal warrant analysis compares the total future expected traffic volumes
to the volume warrant criteria. Only four hours during the a.m. peak and p.m. peak
were evaluated for this analysis. Table 3 summarizes the volume warrants at the
..
-
-
-
0427502001~106
Page 8
-
.-
..
-
~=~
Kimley-Horn
and Associates, Inc.
..
-
..
-
intersection for total future conditions. Detailed calculations and summary tables are
included in Appendix D.
..
-
-
-
-
-
-
-
-
SE 12th Avenue &
Federal Hw IUS 1
Criteria met
during 0 of 4
hours
analyzed
Criteria met
during 4 of 4
hours anal zed
Criteria met
during
2 of 4 hours
analyzed
..
..
-
As indicated in this table, the criteria for Warrant lA were not met during any ofthe
four peak hours analyzed. The criteria for Warrant lB were met during 4 of the 4
hours analyzed; however, during both of the a.m. peak hours, the minor street
volume criteria were met by two vehicles or less. This is considered to be
"borderline" and it is therefore unlikely that the criteria would be met for a total of
eight hours. For Warrant 2, the criteria were met during two of the four hours that
were evaluated. The ability to satisfy these warrant criteria for a total of four hours
..
-
..
-
-
-
is not certain.
..
..
-
..
.;,..,
-
-
..
0427502001-0106
Page 9
-
-
-
~PI L<u~" I'..
~iiiu
Kimley-Horn
and Associates, Inc.
-
-
-
CONCLUSION
-
..
-
An evaluation was undertaken to analyze the potential for signalization at S.E. 12th
Avenue and Federal Highway/US1. Following is a summary of the issues that were
evaluated:
..
-
-
....
· Access Management Criteria. Federal Highway/US 1 is classified as an
Access Class 5 roadway. The minimum signal spacing distance is 1,320
feet based upon this classification. The spacing to the existing signal at
Woolbright Road & U.S. 1 is only 980 feet; therefore, a variance from
FDOT standards would be required. Furthermore, the proposed signal
would only be 250 feet north of the existing southbound directional median
opening to the south, compared to a minimum spacing requirement of 660
feet for an Access Class 5 roadway.
· Operating Conditions. The current configuration of S.E. 4th Street and
S.E. 12th Avenue would result in vehicular conflicts if a full median opening
were created on U.S. 1. At a minimum, it would be necessary to restrict
S.E. 4th Street to right-in, right-out only access or close this connection
entirely. In addition, the close spacing to the directional median opening to
the south would create the potential for queues from one intersection
blocking the other.
· Signal Warrant Criteria. Volume Warrant Criteria contained in the
MUTCD were reviewed with respect to the expected volume of traffic
generated by the redevelopment of the Gulfstream Lumber site that will
utilize thisaccess point. This analysis indicated that Warrants lA, IB, and 2
are not expected to meet the Signal Warrant criteria.
-
-
-
.
-
-
-
-
-
..
-
...
-
..
-
....
Therefore, it was determined that a signal is not expected to meet warrant
criteria at the intersection of S.E. 12th Avenue and Federal Highway/US 1 and
that existing geometric and access management conditions present challenges
related to the installation of a signal at this location.
...
-
-
-
0427502001-0106
Page 10
-
-
tIlII
-
~=~
Kimley-Horn
and Associates, Inc.
-
-
-
APPENDICES
..
-
..
A. Site Plan
-
B. Future Site Traffic Information
-
C. Traffic Volume Data
-
-
D. Future Signal Warrant Volume Analyses
-
..
-
..
.-
..
-
-
-
-
..
-
-
..
-
..
'-
-
-
..
-
~=~
-
-
-
Kimley-Horn
and Associates, Inc.
APPENDIX A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
....
....
-
.,
-
...
....
-
-
.,
-
Site Plan
~----~~- --
Aa 3l.VO
MY:' toto
SNO~ N _..... ___~...... 1VJS :lva
quoWWO:) U1UU1lId _lIlal ~IC lIu) ""J lIIl-Dll Cut) ........ .1.1_
..... ,. - - - - -- ..~ lOt 9tS6\: /AVO
1INI 'll&.VDDISV CINW ~ eocg @) .... NM'ttlO
'001 'S8J8POS8V pue ~_~ - -........ ....." IAV:l
""" LI"'III'u _ . ll3ll~ 'll S31'tvr "" CDHOlS3O
~ _...... 03l.0N SV:nY:lS
N'Vld 3JJS
lvnJ.d30NOO
VOll101.:l HOV3a NCllNAoa ffi
:g is !i
~38~nl ~'v'3~J.S :l1nE> ~:: ~~ 8 u
~ If! ili
)j11'1"L
~-::
-
~
~
::
-
~;;;;;;;;
;,-
:y I' I
, I
:51 I
U . .... .... 1I""lI.. .. ... --.:'\.
~ .IJ ;::1 U! ili:t-~j__-r!~__1 !!Jilll !_L__...-l L ,~(S "
- "'"T~'5l .l~ t-.., r----...,.r--..,..; Pr-r--., r1!ll ~ ...
Ii; I lI)'1N ~~ I I I I -I"i ..:, I ~ ~). ,'"
J I~- r :!i' - I l~. .......
- - s. ~
...--tl\\\ ~ I ;! :l ..!~
.. L.._-('\,. \ "'""I ......J... 't _ i" - :fL iU it I"-
~ .--. = ~ '~\I't~r~111111111111111114.41414 < v.~~ ,
1- ,= i \ ~....... ~'.'~ j = I~I I '9 J '5 I II ~ = ~ ll" ~
I ! \ ~~ ' ......= Iii I 1!ItH II II. = r -~r-. =~
I ~ l' . ~ l\~~ ~s l~ I h~!j 111 i I ~
ur__ . ,\ \ .... ~ ~\.~~tS. '- == 1.11 II ~; II 1/11 ~ j I ~1~;~!. Q
_....~ ~ ~. \\ ~l= il I il! 111111 - jlb~~~. ~Ij
- ~ ~ ~~~ ~ :- = ..-~: ~ ..
, ~ ~ ~~11~ .', ~~ ~IIIIIIIIIII/IIIIIIII/I'~ I :~~- I~ ~
!;- J.i1iiU8 Mila,., ~..,,-- \,\, ~ / t;-jOt"ll ~ ~~ \ :,.. ~
L... ~ ~ ~ ~ ~~~ \t.-- 11 ~ '..... \ \ 1;/ I :- '0
· ; ~~' .- -: -- '- r~ ~f'.~ ,~- - - -r.!: IJ- _ _ -;i:\ ~ f: ... ! 0
~ ~ ~ + +"0n + . . ~ -~! E bl;.L
= !!i '-~~ _ .. U i . + j v ~ -'18~.~ t i
: ~ f'~=-1j(, ~ ~ b T .r: ~ -- + T + ~. . . v ~ . + . +- II
= I , " ' li r ,I., t ';:f :r h J7-/-~-il _:::::---.. . . . ~ ~ ~
i r.;~ ~(1- J ~~t l r "h, 4,r1": ~-r~ 1;~ ~~ __ ~ + . . Ii.
. L...E.:i) ~-y>/...., P =1 J ~ 'l """1/ f l.. I- - ...., -- J ~ il
r J.... ~ ~ :.J J:. ~(J JF11?: t'l.. .:5: Ji" '~'-:., .'~ , c d rf) .r ~- T" r-J I ,\V(. tI
i 'n..: - -'n-.J -- ~ v-; 'o-~ nL-LS ...~... r I, r 1 C:.l::l f-;f r-UiUl Sf I
, ,.Lr ::f.r, .I}I: ~ T 'n': \./\, J,J'l J ", '. r:; "rl!l~'.....;-' I
I :...,....,j'i-' l! l! ' ... ,'"'t':Jo J..:r v/-i =t,J'F,l J'j'l '11
· I ,.J.J.... "'"u., i ~ "-, I~ ... ~.-1" ~ .:.....i":O'.1.J F ~ ~~;,(~ ~-!- ~ i
I ~.:: -.. 8 I:: ,- -[1 I "n:. n-' -'- J ,v-.. .. 0-'1/1 .
i J' l--H .... .... -- ,? t;t- ~~ _lo:l -: I
U ..IJ -~~ .... _..... , .... .-=
i~ 1Jllj J ..... , ' n,.~ J"I-' ~
il1eq ~ I J II If {j 1111 Ifill/ 1/ ~ ;..:{.. f ~ !J,' I i :::- :~~ ! ~
tfrL;c~ ~ 11 f I I Jill f I I /J I r i. '"';u... 7 j L~ ~ L-
_ //11110 ~ J: ... "!1' ~',':f( .;;;c:~~ ~ IUi
~r -......." _ _ .l1l ~ I! {-'"' ~ ,;;;!!: ~t'q ~ / J 1111 J 1111 J /1111111 / 11 Iin. -.J (( ~ II
""""'--ry ~ ib::,)/ r'i~" 1J Iii I I III f f IIIII rt,u-.ry~ i ...
~1_-' ~ '-'- _ ~ I 1/ f~i'i Ie:::.:. 'j; It i
--- l ~ .....'1 '
- - ---;,1 f ill- r..r;:r 11 t !
- ~~ b '8 !
aVoll"v~ ~ --___~ I -
- -V~U;) .Leva ~ _
.o,~ r
~
~. i
o i I~
I ~~ ~'1 ~~ $ ~~ 'i
i ~"' .......c Wi I g i ~
~~ ii~. ~ ~~~~ "'" ttlt t tt-.
ii .... '51'~ I'~ . ~.ii
il! I!! !I!!!!I Ii!!!!!
I tl II d
I II II It I
~ i- _t II t
I '11!liJlliltJ!liiil 111)11)111
I J 11 I IIII III III
,t~ f I I I Ii J l J II i Ii ~.
Ifi~illJl1li i! !ll!! ! Ii ill) I Iii'
l:t'litllllllllllr!, tlii!! tljlillllill.111 i lill
J I ifllli,I!I,I,~ It)J' J & I&'fl
j ~!:~J t .tll t~lt~III .w..JI~J.lul .1,
~
I'
\1 I 1
1 ii
ll~ " fj ill i,
I !!f III II .11 II I
........
lU~
U!"&
I Ill! I 111' I III!
tllll flllll IJPvvl I. !pvvj
--~
~
;::--::::::
~
~
Cw
~,.
~c
'~.. ~
'l
t
J
I I
\
,
'ON OYOII
--....!. . 0 N ""'....tI ~o ,#-
H ~8.n
~]$
$
$
$
~
~
~.
\
ill!
-0: ~I ~
ts I ~
.,
J
_Lr 11
~
J
,4~"
==
w
.
:U
,,41S\'-
~
-
~ I
-- .J..
-.
+
-
.,.,..J ~
-1 r--
Iii
If
- .......
j ~~ ~
~l
... ~ .. ~ ~ ~ ~ ... .... ":MIl ~ PUD ...~ oC4 ........ IIIW ~ ... lM'R'" l~ ..lA .. ........ ~ ,. ,.. -1I .,..... .. . 'lit... ... \u.tP ,. ........ OIl'" IlIA .-.. ~" .. ..... .. ~ .. - ~ ......... ...... ,.. ...... ... ..... ........ ......... IN&.
ZOljIlJtO'kluoN ~q WDQ;:O~ GQOl; 'ZZ no Z U3OHO:l liMp'd$ U3OHO:l\l..o:lHOO\CICI't:)\lClCIZGllLto\llI - 6U1MlUO
-
~=~
,..,
..
-
Kimley-Horn
and Associates, Inc.
APPENDIX B
..
-
..
-
..
-
..
-
..
-
-
-
-
-
..
-
-
,-
..
-
..
-
-
-
-
..
Future Site Traffic Information
...
'.
...
..
..
.,
...
..
....
..
...
..
..
...
...
..
,,,.
""'
'~l!iII
oil
...
..
.....
..
...
...
'....
TABLE 1
GULF STREAM LUMBER SITE
TRIP GENERATION
Land Use Intensity Daily AM Peak Hour PM Peak Hour
Trips Total In Out Total In Out
Existinl! Site Traffic
General Light Industrial 14.64 acres 618 110 91 19 171 38 133
Pass-By Traffic
General Light Industrial 5.0% 31 6 5 I 9 2 7
Existing External Trips 587 104 86 18 162 36 126
Existing External Trips (with 110% redey. Credit) 646 114 95 20 178 40 139
Proposed Site Traffic
Commercial Retail 43,359 s.f. 3,954 45 27 18 361 173 188
Townhouse/Condominium 20 d.u. 140 14 2 12 16 11 5
Apartment 474 d.u. 3,318 236 47 189 294 191 103
Subtotal 7,412 295 76 219 67/ 375 296
Internal Capture Daily AM PM
Commercial Retail 4% 4% 4% 174 2 I I 14 7 7
High Turnover Sit-Down Restaurant 4% 4% 4% 0 0 0 0 0 0 0
Townhouse/Condominium 5% 1% 5% 7 0 0 0 I 0 I
Apartment 5% 1% 5% 166 2 0 2 13 9 4
Subtotal 347 4 1 3 28 16 12
Pass-By Traffic
Commercial Retail 44.1% 1,668 19 II 8 153 73 80
High Turnover Sit-Down Restaurant 15.0% 0 0 0 0 0 0 0
Subtotal 1,668 19 11 8 153 73 80
Proposed External Trips 5,397 272 64 208 490 286 204
Total Driveway Volume 7,065 291 75 216 643 359 284
Change in External Trips (proposed-Existing) (with 110% redev. Credit) 4,751 158 (31) 188 312 246 65
Note: Trip generation was calculated using the following data:
Daily Traffic Generation
General Light Industrial [ITE 110] = T = 42.22(X) + 263.11
Commercial Retail [P.B.C.] = Ln(D = 0.64 Ln(X) + 5.87
Townhouse/Condominium [P.B.C.] = T = 7 trips per dwelling unit
Apartment [P.B.C.] = T = 7 trips per dwelling unit
AM Peak Hour Traffic Generation
General Light Industrial [ITE 110] = T = 7.51 trips per acre; (83% in, 17% out)
Commercial Retail [P.B.C.] = T = 1.03 trips per 1,000 s.f.; (61% in, 39% out)
Townhouse/Condominium [P.B.C.] = Ln(T) = 0.80 Ln(X) + 0.26; (17% in, 83% out)
Apartment [P.B.c.] = T = 0.49(X) + 3.73; (20% in, 80% out)
PM Peak Hour Traffic Generation
General Light Industrial [ITE 110] = T = 3.68(X) + 116.82; (22% in, 78% out)
Commercial Retail [P.B.C.] = Ln(T) = 0.66 Ln(X) + 3.40; (48% in, 52% out)
Townhouse/Condominium [P.B.C.] = Ln(T) = 0.82 Ln(X) + 0.32; (67% in, 33% out)
Apartment [P.B.C.] = T = 0.62 trips per d.u.; (65% in, 35% out)
Retail Pass-By [P.B.C.] = % = 45.1 - 0.0225(X)
~iiii~ Kimley-Hom
p:1047510200 1 Iro 1 Obis] /rIp ...sen 112512006 /.'26 _ and Associates, Inc.
Copyright <fl2005
....
..
..
,fill
..
..
....
..
-
..
-
I-
W
W
:J:
f/)
lil::
0:: ..
o GI
~.g
WU
0::0
::) -
I-~
Q. 0
c(:g
(.) c::
<i!~
z c::
0:: .S!
~~
:!: ~
I-~
(.)
W .e,
o~
8:,.:-
Ws
f/) Q.
::) I'll
.~
j::U
..Iw
is
w
'=
..
-
..
..
....
..
-
..
-
....
..
-
..
'.
..
..
..
...
-
..
..
.a
E
"
Z
.>0:
..
~
01
l!! .::E
iii .(1;
0: -
II
.J...~
8 ~1.1 8
Ii! .ill..:a; ~
~ 'g~~~
J;~-gi!
E:ll! :! '5i .. Q
:ii~~~
lie' ~
(i'D.. "
coD: ~
en
en
....
c
e
j
!
<c 0 i1i
~ :3 &j
::l W
-g t::
.,
.J
1ii
E(j;c;;&1*
~~~~~
1ii
Eco{O~*
Q)aJaJ_"'=t
f:
~~ ~..~.~~
~~_.""",..M_
-g
.,
E
"
o
-g~
~~o
OlD
00
~;n~*
i 1
\
~
ill ~ ~:g:g
0;0;
~~
coni
n
Jj;lj
EB
fJj
"
c
w
'fftClJID
C!coco
.,
~ 8.'#,.
~jq
0""
lD
rlfffilj 0 0 0
x,
, . ,
~ 0 0 0
"
:s
1ii
(5 0
I-
ij ~
::l
...J Ul Q);t::: ~;i1
w aJUl
t: I-
ti
ill
::l
'0
e:
.,
...J
i 1 '0
e:
.,
E
"
0
EB'" ~
10 (ij "
E E o Iii e:
~OO~ .,
1ii E
lD "
~ ; 0
Ii; Ul
c 00
w
8~
~ ~
~o
000
~
e:
.,
1ii
lD
Ij '0
e:
~
"
000
~
e:
.,
1ii
lD
-g
.,
E
"
o
-g
.,
E
"
o
'0 '0
~0)8~
~Q)~~
lD~
~
.0
1ii
EMr')CO...o
~!eCO$
~ ' . ~ OJ
-g
.,
E
"
o
1ii
E<OCDN~
SC:O<O~IO
.E
n;
~. ~~~~~~
~
iri g .~
m...JCJ)
::lw
-g !:::
..
...J
lis == =0";i1
aJUlI-
~il,"
"~.,
Jj",,,,~
E;;!;;!Ul
,g ,.:,.: ~
~ Ji
w
000
'0 1ii
e: E
000 .. 00 0
E "
" Jj
0
'0 1ii
"
u i 00 0
e:
.,
n;
lD
'0 '0
e: e: -g
., ~ 1ii
E .. ~
" " E
0 0 "
0
ijij ;;
Q) ~ ~
",.JUl
~o ::lw m=: ~;i1
'01- aJUl
e: - l-
e: .,
.. .J
1ii
lD
00 i 1
~
.,
1ii
lD
mm
E E
~s
EB
,g",
i;;Ul
c
w
00
'0
e:
~
o
'0
e:
.,
E
"
o
!l-g
u ..
j ~
.l!:0
'0
e:
.,
E
"
o
1ii ~~ :! ..
(5 0 .
I- MM ,.: ,.:
I-
Z 0 00 0 0
w
::E
a..
0 U 00
-I 0 0
w
> "
w '"
Q ::l C '" '" <0 '"
W '0 " ... ... '" .,
e: lD'O "!.~ N ...
VI .. Xi <'i <'i
~ .J a:
j::: e:
-I i!?
;:) "
::E s__ N ~
<{ [Il co co '"
II:: '" "'.... co
~ ~"":M <'i
0 1ii
IL OJ
VI _.....0:
a..
it:
I-
-I
~
II::
E ~ ill", 1ii
iil' aJUl ~ "
l- n; n;
w U .5
z ,!j
"
'" e:
::l "
~~
.51-
Ul
;i1
~~
~
o .
2.;
~.'S.
.,
oU
;;'ii
c E
.. .!
.5
'"
.,
;i1
...
~
~
>
1:
o
U>
X
<D
o
~
8
ON
~~tO~
~~~~
j~~~
II II II II
i5 " ""
- En; E
f!?<UDJ=
~~~c
if a. it
,,.
..
....
.
'.
.
..
.
-
..
-
.
-
III
-
.
-
-
-
..
....
-
..
-
..
-
..
....
-
..
'.
...
t
.Q
E
::l
Z
..
II
{!!.
"
~.'l:i:
iOn.
ll: -
~ xl
...J:;
~<t.
8 .~.I
~ lfi.i~
~ -l:~g-
... a; (; .c;
.. E 'C 0
.a co ... 'C
EZCGI
::s _ . D.
z~tX..
112' ~
0" 11. ftI
Qi"ci: ~
0>
0>
....
I-
W
W
::I:
U)
~
0::: ..
o cP
~.g
-
w U
0:::0
:)
I-~
~~
o c::
<i!:l!
z c::
o:::~
~ ll!
~ :g
I- cP
OCl
W .s.
6~
g:,..:
Ws
U) Q.
:) ca
IJ:.
j::o
..Jui
i!;
w
c
8
~....s;
lC~
1~
to Q
C
<(
Cii
~ooo
E
~
o g.~
m...J(J)
::lw
-g!:::
..
...J
Q):!::!~
&j~~
o
-g
..
E
"
o
."
8."
o~~
~~
00
~
Cii ij ." -g
E coi' r::
"'.... .. 0 00 ..
~ N~ ...", E E
co " "
0
<: Cii B
E Ni'
t! " r::
" E ... ..
.. Cii
i al
." ." -g
~~ i' " r:: -g
'" g .. ..
....co 0 E E ..
i ~.... N ~ ... ~ .. " " E
Cii 0 0 "
al 0
<( 0 ~ ." ." 0 0 ;;
r:: r::
5l ::l Cii .. .. " ::>.tl
...J E E ., ....'"
::l W Q):!:: Ciii' " " ::l W
." !:: ~oll ~ 0 0 ilo ." !::
r:: " r::
.. r:: ..
...J .. ....
Cii
al
\\ -g ."
il r::
.. ..
~ ~ " E 0 0
~ r::
.. "
0 Cii 0
al
~ ."
"
"
r::
..
Cii
al
i'
~ 0 ~ co
orl '"
'0
r::
..
~.~ i' E
~ 0 "
~- ,\~ 0
." Bi'
r:: ..
.. E 0 '" i'
~ co' '"
~..~. ~ ... 0 ... '"
0 N N '"
';;"
r:: Cii
..
E E ~ ~ N ~
" "
0 E
Cii
E CI; ]9 ~I~ g i'
~ 0
... {? N ~
~
IIi 0 ~
" ::l Cii Cii
., .... l'l ;B i'
::l W r:: 0
." !:: w ....
r::
..
....
-g
..
E
"
o
."il
r:: "
~~o
~~
00
1 1
'" ....
N ~
(ij(;;
E E
~~
E.9
~;n
~
w
11
~tB~
~oos
E .9
.g ;n
l'l
r::
w
~ 11 ~
l'l~E
oll 0 {1
E~~W
.g =
~ ~
w
."
r::
..
E
"
o
il-g
" ..
lH
cillo
'0
r::
..
E
"
o
Cii
E 000
"
.B
Cii
E 000
"
E
~ 0
Q.j :!:: ~~
~oll ....
1 1
00
(ij(ij
E E
~~
~;
li;oll
<:
w
~ ....... ~ "'
....~ ~
.... N
I-
Z 0 000 0
w
:IE
D-
o
....J U 000 0
w
> 5l
w -
Q ::l r::
W -gal " ",0 co g
." ...0 ...
III .. ~ N N N
::) ....
I!: ~
....J
::) "
..
:IE ~~ "'.... co '"
II:: N~ ... ...
0 '"
Cii
II.. ~
III -
D-
o::
I-
....J
<(
Z
II::
w ~
l-
X li;" ~
w j ~oll "
I- .. 1ii
w u E
Z ~
w
~ ai
~~
~~
i'
~-r:
~:!
o'
~ ;
e'li.
..
oU
>'ii
~d
.5
~
i'
...
!1.
~
>
'r::
o
"
x
.;
o
~
o
o
8!?l
~~~?i
~~~~~
......a..o~
II II II II
c: Q) Q) Q)
.Q E 1ii E
~('lIOF
~~~c
~a..ii
...
,.
...
...
-
..
...
..
-
..
...
...
-
..
...
...
-
-
..
-
-
Mill
'..'"
...
...
..
-
..
...
..
-
...
-
-
~
w
W
::I:
en
~
0:: ...
0,8
3:.g
w U
0::0
:::) -
~~
0.. 0
<Cog
o c:
~~
Z c:
0:: 0
w;:'
~ l!
~ ~
~ QI
O(!)
W .e,
a~
0::,.:
0..
W li;
en'Q.
:::) nI
..c
5(.)
-iii
~b
w
!::
..
..
...
E
=
z
...
..
{2.
~I
~:<
~..Q.
w -,
~.
11 8
~.~ ~!...1il
C> 0 "'...~
.8E!~~;"~~
z c ..
:i'a~~.i
it ~
0' 0. ca
coO: -i
en
en
....
8
~
~
E
l!!
"
I
!
~ g.~
~ ~ UJ
'g !:::
..
..J
ECX)Q)"""#
i~~~:ll
)lOo);!~
.5
~lii
<i~
11,
E 0 0
~ 0
~il
<0
E 00 0
S
.5
~ 0
g .~
...J(f) 11;", ~*
w ~,lj
!= I--
ti
3l
::>
"0
e
..
...J
l 1
..ta..
1i 1i
E E
~ 0 0 ~
E II
~ ~
~
w
"0
e
..
E
"
o
]-g
o i nl
<0 E
In~
00 0
"i
"
e
..
<0
In
Jj "0 -g <0
e E
~ .. 000
~ ~
" 0
] <0
E
e " 000
.. :E
<0
In
-g -g "0
.. .. e ~
E E .. 0
" " E I--
0 0 "
0
(j (j iti
" ::>.!:l
'" ...J(f)
lo ::l W lD~ <0
-g != jj,lj o'#.
.. I--
.. ...J
<0
In
00 0 l 1
"i
"
ffi
<0
In
00
~*
",0
"'~
al
"
e
..
1'i
In
~~~*
W I--
"0
e
..
E
"
o
-g
..
E
"
o
II
"0 "0
i i i
~O)g~
c -me
In
"'0>
~t::
1ii1i
E E
~~
Ell
,g",
~,lj
W
~cn~
'"
-gal
~j~
OCUli)
In
"0
e
..
E
"
o
"0 "0
e e
.. ..
* E E
" "
'" 0 0
tti
1'i
~ '" '" '" "'-
~ ~ 0> '"
N 0>
<0
E 0> '" ;! "'-
~ '"
1'i
~ ~. ~ '" "'-
',CD" ;;; ~
:e "It, l-
I
Iii (j ~
3l ::l II;
...J (f) lii
::> W jj;B 0 *
"0 != I--
e
j
~ II ~
S~E
,lj '" '" Jj
E 0> 0
,g~~~
~ ;B
W
ro1i
E E
Jj~
Ell
~~
~
W
00
"0 "0
" e
" ..
~ ~
.l'lo
"0
e
..
E
"
o
1'i ~N i ~
-0 "'''' ~
I-- "'N
I-
Z 0 00 0 0
w
:;;
l1.
0 U 00 0 0
...I
W
> '"
w '" -
Q ::> iji '"
W "0 '" '" ~
In "0 ~~ 0>
Vl e ~ N '"
..
=? ...J
i= e
...I
::l "
..
:;; ~~ '" 0> ..... ;0
~~ ...
0:: '" '"
0 <0
lL a;
Vl - a:
l1.
ii!
I-
...I
c(
z
0::
~ ~
0 ~;n 1'i
W 2' ~ '"
I- 1;; W 1;;
W U ,1;
Z ;n
~ Ii
~Cl
a.g.
~1-
*
~,t.
........
...
o .
~~
.. a.
..
oU
::;'iii
~d
S.
*
'"
~
~
~
>
oe
o
..
K
.;
~
go
8
8~
~~~~
~~~~
_Q..o.....
II II II II
:5 CD CD Q)
'i? ~lH
~~~~
u:a..&.
-
.
-
~=~
..
-
..
...
Kimley-Horn
and Associates, Inc.
APPENDIX C
..
-
..
.-
..
-
..
-
..
.
..
..
-
-
'iM
'.
-
.111
..
..
..
-
....
Traffic Volume Data
'.
-
..
-
-
-
<iIiIJ
-
..
-
Traffic Survey Specialists, Inc.
624 Gardenia Terrace
Delray Beach, Florida 33444
(561) 272-3255 Fax (561) 272-4381
-
SE 12TH STREET & SE 4TH AVENUE & US1
BOYNTON BEACH, FLORIDA
COUNTBD BY: JACKIB CASSIDY
HOT SIGNALIZBD, SB & BB STOP
..
ALL VBHICLKS
FEDBRAL HIGHWAY/US1 FBDERAL HIGHWA SE 12TH AVBNUE SB 4TH STRBBT
From Horth From South From West From Northwest
RIGHT Left LEFT
H1i Lf Tr 1 'h
Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 07/07/05 to 08:45 on 07/07/05
Time 07:45 07:45 07:45 07:45
Vol. 772 22 2 0 540 37 40 39 35
Pet. 96,9 2.7 0.2 0.0 100.0 48.0 51.9 52.7 47.2
Total 796 540 77 74
High 08:15 08:30 08:15 08:00
Vol. 207 11 1 0 146 12 9 14 12
Total 219 146 21 26
PHF 0.909 0.925 0.917 0.712
'-
..
,-
-
-
..
-
-
,-
...
SE 4TH ST ERAL HI CHWA 'US
22 772 548
2
"\J ~ ~ t
1336
113
AUDtUE
57 <E- 87I'liJ~l'85
liJ7:4 aM
88:38aM
37 S 134 1487
48 ~ l'
N
1391
-J, i
851
54liJ
EDERAL HICHWAY/uS
-
...
-
...
-
-
-
..
-
....
'*
-
-
-
...
-
-
Study Name: 12AV_US1
Site Code : 00050187
Start Date: 07/07/05
Page : 2
ALL VEHICLES
FEDERAL HIGHWAY/US1 FEDERAL HIGHWA SE 12TH AVBIUB
Prom Borth Frol South Prom West
RIGHT Left
Thr Ri ht T L f T R' b T
Peak Hour Analysis By Entire Intersection for the Period: 16:00 on 07/07/05 to 17:45 on 07/07/05
Time 16:45 16:45 16:45 16:45
Vol. 718 26 3 0 1041 53 43 46 42
Pet. 96.1 3.4 0.4 0.0 100.0 55.2 44.7 52.2 47.7
Total 747 1041 96 88
High 16:45 17:15 17:00 17:00
Vol. 195 8 0 27214 15 16 12
Total 203 272 29 28
PHF 0.920 0.957 0.828 0.786
-
.
.'.
Traffic Survey Specialists, Inc.
624 Gardenia Terrace
Delray Beacb, Plorida 33444
(561) 272-3255 Fax (561) 272-4381
.
SB 12TH STREET & SE 4TH AVEIUE & USl
BOYITOH BBACH, fLORIDA
COURTED BY: JACKIE CASSIDY
HOT SIGNALIZED, SB & EB STOP
~
.
Study lale: 12AV_USl
Site Code : 00050187
Start Date: 07/07/05
Page : 3
..
-
-
..
-
..
'-
-
IE 4TH ST
-
~EDERAL HICH ".S
26 1114J.
3 718
56 " "-J ~ ~ 1-
46'), 1788
42 ~ 144
-
-
-
AUIHJE
-
-
68 <E-
117.187.195
114:45PM
1I:I:311PM
1972
-
53 ~
164
43 ~
l'
'.....
N
-
1848
..
,J.. i
887
11141
EDERAL HIGHWAY/uS
'.
..
-
-
-
-
-
'.
..
-
..
-
-
..
-
-
..
-
.
-
-
-
-
,.
..
-
..
-
-
-
..
..
'.
.. ,
- '
..
J"vL'1 '7 z'oo r
, J .
Boy f..lTOJJ l3rfACf.( I (:= LolL I OA
J>,(Ac.-,...... By ~ ,< e. v I j,( M. ~ ~A t-c..y
-
-
-
,.
-
~=~
..
-
,.
-
Kimley-Horn
and Associates, Inc.
APPENDIX D
-
-
..
-
-
-
..
.-
-
-
-
-
-
-
-
-
-
..
-
-
-
..
-
-
-
-
..
Future Signal Warrant Volume Analyses
...
'.
,.
-
-
..
-
..
-
..
-
..
.-
..
-
-
-
-
-
..
-
-
,-
-
-
-
-
-
-
-
,-
SIGNAL WARRANT ANALYSIS - GULFSTREAM LUMBER
FUTURE VOLUME WARRANT ANALYSIS - GULFSTREAM LUMBER
INTERSECTION NAME:
SE 12th Street & Federal Highway / US 1
COUNT DATE: 07/07/05
MAJOR STREET: Federal Highway / US 1
# OF APPROACH LANES:
2
MINOR STREET:
SE 12th Street
# OF APPROACH LANES:
ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N):
N
85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N):
N
MAJOR ST MINOR ST WARRANT lA WARRANT lB
BOTH HIGHEST MAJOR MINOR MAJOR MINOR WARRANT 2
APPROACHES APPROACH STREET STREET BOTH MET STREET STREET BOTH MET
Four-Hour
N/S
THRESHOLD VALUES ~ 600 150 900 75
06:00 AM TO 07:00 AM
07:00 AM TO 08:00 AM 1,266 76 Y Y Y Y
08:00 AM TO 09:00 AM 1,489 77 Y Y Y Y
09:00 AM TO 10:00 AM
10:00 AM TO 11:00 AM
11:00AM TO 12:00 PM
12:00 PM TO 01:00 PM
01:00 PM TO 02:00 PM
02:00 PM TO 03:00 PM
03:00 PM TO 04:00 PM
04:00 PM TO 05:00 PM 1,992 104 Y Y Y Y y
05:00 PM TO 06:00 PM 2,081 111 Y Y Y Y y
06:00 PM TO 07:00 PM
07:00 PM TO 08:00 PM
08:00 PM TO 09:00 PM
09:00 PM TO 10:00 PM
6,828 368 0 4 2
8 HOURS NEEDED 8 HOURS NEEDED 4 HRS NEEDED
NOT SATISFIED NOT SATISFIED NOT SATISFIED
p:\0475\02001\[signal warrant.x/s]fuwarrant-w gulf stream lumber
111""'1__" Kimley-Horn
~ U and Associates, Inc.
Gulfstream Lumber - Unad'usted Existin.. Traffic without Proiect PSCF: 1.10
Minor Street Minor Street Major Street Major Street
SE 12th Avenue SE 4th Avenue Federal Hwy I US 1 Federal Hwy I US 1
Peak Hours EBL EBT EBR SEBT SEBR NBL NBT NBR SBT SBR SBR (2
07:00 AM to 08:00 AM 35 37 23 24 495 715 20 1
08:00 AM to 09:00AM 36 42 46 37 608 816 26 4
04:00 PM to 05:00 PM 50 35 51 45 1018 814 28 3
05:00 PM to 06:00 PM 57 44 56 39 1158 767 24 3
-
-
-
..
SIGNAL WARRANT ANALYSIS - GULFSTREAM LUMBER
-
Count Date:
-
-
-
...
-
.-
Count Date: 71712005
PSCF: 1.1 0
Major Street
Federal Hwy I US 1
SBT SBR
-
Peak Hours
Major Street
Federal Hwy I US 1
NBL NBT NBR
-
07:00 AM to
08:00 AM to
04:00 PM to
05:00 PM to
35
36
50
57
08:00 AM
09:00 AM
05:00 PM
06:00 PM
43
54
48
58
495
608
1018
1158
-
-
..
Count Date: 71712005
PSCF: 1.1 0
Major Street
Federal Hwy I US 1
SBT SBR
,-
Gulfstream Lumber - Pro' eet Traffic
Minor Street
SE 12th Avenue
Peak Hours EBL EBT EBR
Major Street
Federal Hwy I US 1
NBL NBT NBR
-
.-
07:00AM to 08:00AM 41 6
08:00 AM to 09:00 AM 41 6
04:00 PM to 05:00 PM 54 9
05:00 PM to 06:00 PM 54 9
6
6
29
29
11
11
14
14
-
-
..
Count Date: 71712005
PSCF: 1.1 0
Major Street
Federal Hwy I US 1
SBT SBR
Major Street
Federal Hwy I US 1
NBL NBT NBR
-
Peak Hours
07:00AM to 08:00 AM 76
08:00 AM to 09:00AM 77
04:00 PM to 05:00 PM 104
05:00 PM to 06:00 PM 111
506
619
1032
1172
..
49
60
57
67
6
6
29
29
-
~_... KimIey-Hom
Illo...J_U and Associates, Inc.
....
-
..
-
-
-
..
-
71712005
715
816
814
767
21
30
31
27
14
14
68
68
4
4
18
18
729
830
882
835
25
34
49
45