1989 DRI AMENDED ADA
(
REVISIONS TO BOYNTON BEACH MALL
(
DEVELOPMENT OF REGIONAL IMPACT - AMENDED ADA
v
~
~
"'l!l
.... ...
II
...
~ 1
.. 0
~r.::
....l!l
ll'"
...
..
-~,
..'"
..
0....-
~.. 0
co>
...
1 ~ ~
':-=0
~:>
..
..
-~~
-'"
., ......-
~ .. .. 0
co>
...
~
.. ~~
~
..
z
'"; ~
., >~l
;;; x -o-
w _ u
w ! .!:l!l
... .....
.. ...
c
~
...
:!i .NI
z .. ~
z ~i
c
w
.. 1
c
'"
~
c ..~
':i
u
..
..
.L
..- ~
~Ii
"
w
~~
cmQQQ~WQ~_CCQQC_CCUCCCCCUUC.CCC
l1;
....
-
..
w
.,
;:
w
'"
COOOONNNNNOO~OON~NNONONNNO~NNNN
~~~~~~~~~~~~N~~~.~~~~~~~~~~~~~~
- - - - - ... - - - - .. ... - . . . . . . ... . . . ... ... . . ... ... . ..
~~~~~_____~~oo~____~_~~~~~N____
--
~~~~"~~~S-~~~~~~~~$~N~~t~~~s~~S
~N~~~_.NC~~~~_O~~~_~~~ON~.O~~~.
. ... ... . ... ... ... ... ... ... ... ... .. .. . . .... . ... . ... ...
_NNNNN______~~NN __ _NN~N_
~_..~NN~~~NN~_~gi--!~-~N~-..~~~..~
o~~~~~~ON~~~-~ ~~ ~~oo~~~ -~~
O'..O..N..ln..,.,..O'...fIl"I..N..ClO.."'..<4'..N..OO..~.. .."'In "!.p.;;.",..CIO..CO..-..",...... ....00""'
_NNNN_______O'~_N ___Pf"lN_
0. <4'_0. CO_COfll"l_O'...._.."'_.fIl"IfIl"I...._In OO.!liO 00. fIl"IfIl"I fIl"I
........,.,,.,_CO_NOONOO'N_N_COfll"l~..OONO ...._Infll"lfll"l_
_Infll"l.__ __ __ __N_ N.
~
mmmuu__~__CCCOC_CCUCQ..CUO~.ccc
oooooooooo~goooOOOO~82080028080
ggggg~~~~~oog8g~~~~~-~~.~g~-~-~
ooooo~~~~~oo~~o~~~~o~o~~~o~~~~~
~~~~~_____~~~~~____~_~~~~~N____
~
!
;;
~
'"
~NN~~~~~~~~g_--Nl:l_2~..l:l~~_Pv~N_OO
_~~~~~~~~~~_~~~~~~~~~OO~~N.~~~~
~~~~~~~~OOON~~O~~~N~~~~OON~om~.
NNNNNN__NNNNO_NN ___NN~~~__
--
~
'2
i
u
..
~
u
~ 1:
i I
... . l!'
.....-
u ~ ~
.. ~
co "
..-..
o
!>~
.. >00
...~-
B U B
.. !. ~
~..~
. u
Hd
+J_ CIC-
. . u .,
~+J"'+J
-ilBil
I.. 10'" co
.e~:~
__ c-
o 0 0
~> >
>
iU+JU
:E~U~
II" !.li
III.. Ill..
cn...u...
_N,..,.....
~~~~~~NN~~_!~~~N~2~ONO~N~~~~~'~
~~~~~~~~~~~_~~~t~~~~~~~~~~~~~~1
N~~~N~~~O~~~~~O~.~~~~O~~~~~~~~~
NN_NN___N__NO_NN __N_N~~_
--
~~~~~~~~~~~N~~~~~~~~~~~~~NgN~~~
~8~O~_.N~~N~~~~__~Nh~~~~~~-~~~-
N~~~N~ ~~~~~ N~~~ N~.
oocoa ooxxo C oocoo
~~~~~~~~~~~;~~~~~~~~~~~~~~~~~~N
~
1
llllll
---- ~~_.....
---- ....~1~~~~~..
~~~~~~~~ffff ~~ II i..i ~~
cccccccc~~...~ ~~ !!. ..III1~ ~~
~..~..,co.~~~~ 00 ~~~m.mmmm~ ..
..................L..L "".... >~~~~~~-~~~~
~f~~~f~f~~~~ ~~00m~f22BBB~~~.5
66666666====~~~~~~~~~~~~~~8~~11
uuUUUUUU:EZEE--~=NNcommmmm.~u8~~
_N
u~~~~8~~E~~t=~Z~~~eem~~~~~5~~~~
i~
.. 1
~ 0
",i'_
-=l!l
co...
...
..
-~,
..'"
..
0....-
~ .. 0
co>
...
l~~
-=-=0
Uco>
.:...
..
-~~
-'"
., 1-=0
co>
~ ...
~
.. ~~
~
..
"! z
~ >~l
;;; ., -o-
X _ u
w w .!:l!l
... ...
.. ~
c
~
~ j~
.,
c
w
.,
'" 1
c
w
...
..~
':i
l:
..
!-
..- ~
~:i
"
w
~ il
OK'"
.mQQQ~WQ~~ccwwm~CCQCCCCCUUC..CC
COOOONNNNNOOOOONNNNONONNNO;NNNN
.~~~~NNNNN..~~.NNNN.N.NNN. NNNN
NNNNN.....NNNNN....N.NOOON ....
.. . . .. .. . .. .. .. .. .. .. .. .. .. .. .. ... ... .. .. ... ... ... ... .. .. ... ... ... ...
~~~~~_____~~~~~____~_~~~~~N____
~~i8S!~~..~-l!:~--~-~i!~ON~~Il~l!!~~l:l~N
~_ ~~~oo ~~~~~~ ~c~.o N _N ~N
0........ .. ..to..N..~..",..~ ..~......It\..o..o.._.. ...._.....CO....... ........ ..~"': ........
NNNNNN______O_NN __ _NN",N_
--
ON",.~.ONO~OO~1i!;!!It\N....~It\NCIO~NtO....O--O~
..~~~_~~..~ ~~~ ~O_OOO~~N~~_~~_O
O'..-.."".."O......O..""'..N..CO.. .....,...N..~.. ..-..or()'OO''''lCl",..<<tO..",..~r:.O'............
_NNNNN______~~NN _ __N",N_
~~-~..-..~-~~-~~~-~~~~-~~~!li0~~~~~
................_CO_N"ONOO'N_N_CO................"ONO ...._~....",_
_'^",.__ __ __ __N_ N....
mmmuu~~~~~c.wwc~CCCCO.CCUQc.c.c
ggogg2ggoogg022g00220222228g222
oogoo~....li!li!oo8~5..li!li!~~li!~~~~~~..~~~
~~~~~~~~~~~~~.~~~~~~~~~~~~~~~~~
...................._____........~~",____...._....It\It\It\........____
~~~NNN~~~~~~~~~~~g~~~~~~~~~~N~~
~. N. "!,l:l.l:l. if.. <!s. <!S. _. _. _.~.~. ~ !3.IC.~. 1'::. -. -. <!S.:.:s. :<tIS. 8. if..~. ~ ~ "t~.
~~~~~N_____~~~O~~~~~~~~O~~~_~~~
NNNNNNNNNNNN~~NN ___NN~.~__
~~$-N2~~~~-~~-Ill~~~~~IC~NN-~;1;~~~0
~~~i~~~~~~~~~~~~~-~~~;t~~;-;.g~
~N~~~O~OO~~~~~C~~~~~~~~~~.~C~..
NN_NNN_NN__N;.~NN __NNN~~__
~~~_ON~~~~NN~~~_~_~"!E:~~"NONNN~
~~_~~~O~N~~"~~~~""~~ ..O_~~~~~~
0. 0.."".. 0..0... -:. <4'..N ~ ":.^'.. 0.. <4'..""!.N _ _..II'Io..N..~ .o..<<t1l'l1O _.0 ff'l ""-
N~~<4'N_ _____ N_ff'l_ N..
00000 ooxxo 0 00000
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
j
1
]]]]]]
---- ~~......
~~~~~~~~ffff ~~ "'<<x~xxxxi ~~
ccccccc~~~~~ __ e6...~:.~ _.
~~..~~..~~~~ 00 ~Em.. ., ..
~~=~==::;~;~ ~~~~~~S666S6-~~~~
~~~~~~~~~~~~ __ ..~~~~~~~ 5~
~~~~~~~~====~~~~~~~~~~~~~~2~~ii
UUUUUUUUEEEE--S~NNoo....mj~88~~
_N
u~n~~~tB~~;f=~z~~~e~m~~1~13~~~~
lr;
....
-
..
w
.,
;:
w
<<
l!
~
!!
;;
..
..
~
1l
i
u
~
u
~ I
~ I!
... !'
"5 "E
.. ~
co ."
.....
~~~
...0_
s ~ s
......
!ili
~-u-
.... ..
~.t;~~
-,,<<'8
~Iil
-- ~-
.;:2....~
Q,ut'u
e___
.....l...
... ...
I l! l!
cn~u~
_N..,..,.
113
~
..
w
..
;:
w
'"
1;1 ~ ~ c ... ~ ~ ~ ~ ~ .. c u c ~
.... .... ....
.. .. .. .. .. .. .. .. .. .. ..
.. .... ~2.t2
~ ij,ij,
co
1 ... tI.c...c:
'" .. .... ~...J~
C C ~ j c c c c c jj jjjj c c
.... .... .... .... .... .... .... .... ....
;; .. .. .. ~ .. .. .. .. .. .. ..
.. .. .. ............
.. .. .. C III II) III Ul
~ 0 ':::1 .... '::':::1:1
~ .. ..
-
..
2 gj ... .. .. .. .. .. .. ... .. w c w .. ...
~
..
~
~
~ !
... ..
w co
.. .. ,;
'" ~ c c c .. c c c c c .. c ... c c
w c .... .... .... .... .... .... .... .... .... .... .... 15
"l ~ z .. .. .. .. z z .. .. .. z
- :!: l!l ~
~ .. l:
z ...
w ..
... ~ ~
.. .. co
< N ..
~ " .. .:
.t:1i. .. ..
w .. ij,1i. .t2.t2
~ .. co_ 'll
:; ! ... .. ;; CI.c..c
............. ~ :g
u jj
.. jj jHj
... u c ~ ~ ~ c c c c c c ..
.... .... .... .... .... .... .... ..
c .. .. .. .. .. .. .. .. .. ..
:> ~~
z .... .. .. ......... ... .
z ~ ~ !) c . . . 41)
c .... '::':::1:1
w .... z ..
0
.. ~
~ I
~
gj .. .. .. w c .. .. .. c w c w ... ...
..
..
..
..
..
..
l:
~
- ..
.. ....
..
.. fj !l
.. .. ...
:: ..
15 .. .. > .. ..
u .. ~ ~ ~ fj ..
u .. co .. .. ij, ..
0 co c ~ ~ .. co .. ~
B > ~ .. .. .. .. ~
c .. II - .. .. .l; i
co .. 2 .. co co
~ l! .. ... .. ~ .. .. "8 ~
Ii ... - ~ ~ ~ "0
N 0 .. .. .. . ... 15
fj '" N ... 2 0 '" ..
15 15 fj .. ...
.. .. .. .. ~ .. .. ..
.. .. .. .. .. .. .. .. l:
l: .. .. .. .. ~ ~ ~ ~ .. ..
:: :: II .. fj fj 15 15 .. :: ..
.. co .. co ..
.. ~ .. .. .. .. .. .. .. .. .. .. .. .. .. co
co ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ ..
.. ... ... ... - c:
E ... ... ... ... 0 0 0 'i .. .. .. .. ... ...
":
;;;
w
...
..
c
~
.,
~
~
..
~
~
~
...
w
.,
'"
w
~
z
..
z
~
.,
"
w
~
~
.,
c
w
.,
"
c
w
...
2 :1..
"'...
-
'"
!
~I
N
-
..
..
:i
u
..
U
I
~
I
SI
I
~
'"
c
....
'"
...
c
....
z
~
z
..
o
!l
I
'"
..
..
r:
~
...
~
z
~
z
..
c
....
z
c
....
z
..
~
c
1!
N
N
..
E
~
...
~
'"
...
..
~
co
...
c
....
z
)
...
..
..
o
z
..
c
....
z
..
.t:1io
co_
... ..
c
....
z
))
......
....
l; ~
z.,
..
..
r:
u
u
c
~
..
..
Ii
...
..
E
~
...
Ii
i
..
...
'0
..
..
r:
..
~
...
..
..
w
c
~
c
....
z
..
~
'"
c
....
z
c
..
co
..
II
...
~
~
..
Ii
i
..
...
'0
~
'"
~
z
..
~
'"
c
....
'"
..
..
~
i
...
..
Ii
i
..
...
'0
~
'"
oC
....
'"
..
c
....
'"
~
z
..
-
.
..
~
r:
..
..
-
K
..
Ii
i
..
...
'0
oC
....
'"
c
....
'"
u
c
....
z
c
....
z
..
Ii
i
..
..
.
..
...
r:
..
..
-
K
~
'"
..
.. ..
'i'i
iK;c
c
....
z
))
.. ..
.. ..
.. co
w2
..
w
c
....
z
..
.. ..
~'i~'i
v-.-
-'_-'CIC:
c
....
z
i)))
........ ...
....j..
.... ..
w w w
c
w
..
co
..
r:
...
~
~
..
Ii
i
..
..
r:
..
~
...
..
Ii
i
..
~
..
...
....~....:J
....L.....L.
Cl ~ ...c
........--'....
c
....
'"
H))
........ ........
:; : ", :
WIII:!:a
oC
w
~
'"
...
~2~c
..c..c
..... ~.... to-
c
....
z
)H)
......... ...
!!~~
c
w
Ii
i
..
...
'0
..
Ii
i
..
~
..
Ii
i
..
~
z
~
z
..
c
....
..
c
....
z
...
..
1io
i
j
..
..
r:
~
...
l1;
....
..
w
.,
;:
w
..
~
'"
c
....
z
...
~
..
..
Ii
..
~
..
..
co
..
c
c
....
z
II
'S
..
..
G
~
o
~
..
I
..
co
~
..
..
..
..
..
...
..
...
~
i
~
8
..
~
~
..
Ii
~
~
..
~
co
..
c
-
..
..
r:
..
~
...
I.
,,~
'"
I- ,
- .
- .
..:
IrJI
-..!a. i
-l! ...
ew:lsl
.r I
Ii
- I;
Ii;!
'"
It,
Ihi
~ i~li
~ - .
:::tel
I aoJ!
- .
... i.....L:=i
i f i!~J
1-..1 !
. sill
i -. :
iii'
I"
i-
-i
I;,
--~~__.___.__.__w._.._.__u__.._
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
..._---~------=:-----------------
~~t-~:.~#~~~~~~~:-~:E~==~E.~-~!
~~lJi~~~r::t~_:.lil..=t~~~~~~~~~ ~"':....~~ii_:~;; II:
------------==------ -------
5iliE~!~=~!!~S=eiiii"=~~i:~.""~
~~~.~~~~~~~~~~~~=~~~~~~~~~~ii!i
------------:=-- --- ------
aww__..._____..wc_______w______
IIIIII!!IIIIIIII!I!I!I"'II!!!!
iiiii.eiiaii~~..=.=i=e.'..~==Q=
.
~1!=!ilii~!~~i~E#a!!a!5i!aEEi5S
~~~=Rii~~~i~5~~~--~~:~~ :~~=-~~
--~-2~--l!~g~~~~~~:-~~~=--~-~~ai
~~-:.~~~~: ..~-:~~~---:."'t~"':."'-:."t=:'~-:.~i:IIJr
--...-- ------ --~- --..-
aE5!i5!~ii~;:i!I~!'~E!!ia!i!;i~
i~~=~i~i~~~~5e~~~.~:=~~RRR:~-".
---------------- - - -----
.....333....3~~.~.~.~~~~~.._~~.
.
II
~~~~~~
.....sssi=~i .. ......... II
.....==. .= ~~~!ss~.;;;;;Ri..
11111111!!!!~~il!!:;li&lii;iill
i!
~CC=C~C8.gg&==.g==ii~gg&8.a.D=~
a-
ce
......
0-<
""
ClI
'"
.....
>
.,
'"
~
-
!
..
I
~
-
!
~
.
i
..
1
..
i
i
...
1;
11
i
j
I
i !
~ . i
; I f
f f
.! I I I
j i 5 i
: j f I
: ; j ~
I
!
e
i
1
-
j
-
::
- ... - ..
~
R
~ I
! f
!
~
..
;. w_..._.c____.._ww_~_____w_.w___
2~
~
1~=!!!!!!555!!!!~~!!5!5!55555!!5555
..~'IMM"~M~~~"MMM__M"~M~M~~~~~Mft~~~~
~-!. --
-.IIII;ii!:Eii~!ia~!i!5Iail~SI!!liiii
.I..:~~"MM~~~NN~~N~~~~~~~ ~NN"~~~
-.~ i --
Ii
,I
1~11~:~~~-.~=~:S-~~~lil~~-==-~~8~8==~
. !_~.~~~_ _N__~R ~.~ -~_.-
Ii
111!~5a~~~5:~ii:p=E=e.i5e~i~=!~ii2!
i~iINNN"NN~~N~~~=~NN ~~~ ~NN"ft~~
.
,
- ,
j!!www_________.._________.w__w___
I
-i~ii~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
-!i~~~~~~~~~~~~==~-~-~.~~~==.=~~~=
-.1-
~wa
-.
=-.=~~i;.ie~~-=-~--S~~2=-==~E=--
. "Sft ~ _~.~.~_.._se_M~__. .&.
=~~~~=~~iiii!i~...~~i==A~~i=.-~
Iii
a~=~IEii!~=E5i!E=lieiiE~~=EJ..E
~N.._MN ~NN~NN "N~N ~"..~
Ii ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~2~~~~~~=~==!~.-~:~~~~~s~~:---
-I
I!!;;;;;;;;;;;;;;;;~;.;.;;;;;..~~.
.,
i eeeeee
.........-I!!~I!!==-I!!~ .. ......... II
.-11-.---1= I!! ~~-E..liaaa'aai..
i IIIII I~~~~~~ir!!__..!.iiiiili
, .... ..11&1 I ~!
-I
Ij=aczc~ce.gg.=~Qg;eii_~g&Q.~;===
-
-
.
!
~
I
~ ~
i
.
!
~ 1
I -
.
c j
. ~
t ~
!
1 I
i .
j
. j
.
i i
r
J i 1
~ i ~
~
! ~ i ~
j 1 1
i 5 i
! i ~ i
I i
I w
J S 1 .
.
- - - -
C'
co
'-
~
~
~
~
~
>
~
"
l1;
~
..
w
.,
;:
w
..
..22 :> :>
.. ..
1 ~.c.c .c .c
..~... ~~
< c c jjj ~ c c ~ c jj c c c ~
.... .... .... .... .... .... .... .... ....
z z z z z z z z z .c .c a z z a ~
...... .. ..
~ : ~ t 6 ~ ;;;
~ w.,a ..,
.
i
~
., m
~ ~ .. ... .. w .. .. u ... .. ~ .. .. .. ...
~
~ .!:
i
~ ~
~ I ..
... .. .8
w ..
., ..
'" ~ ... ... c .. c c c c c .. c c c c
w c .... .... .... .... .... .... .... .... .... .... :?:
"! ~ z z z z a z z z z z
:!; ~
;;; .. l!l ..
z ... '>
w e 'Ii
~ ..
.. N ~
C '" - .. Q.
..
~ '" N ..
... .. .. 'Ii.. ~~.... 22 ..
.. ........ ....... ..
:i .. 1 II.......... -~ .c.c~ .c .c 0
:i .......... .... ...~.. ~ ~ .c
! jijj ij iij jj ..
u
.. t
u c ~ c c c c c c c c
.... .... .... .... .... .... .... .... ....
~ . z z z a a a a a a
.c .c -
............ .. .. .... ~ .... ~
c ~ ~ = Xl 6 : s ~ :: 6 ~ ~
w xcnw3 a2 a.,w .. .,
., Q.
'" ..
c ~
w
... ..
~ ..
w w .. w .. .. .. ... c w .. .. ... .. I
>
0
!
i
..
..
.. 1
..
.. .. ~ Ii
: Ii . t u
.. . ..
u : ~ ~ Ii .. ~
~ u .. .. t 'Ii
0 c ~ ~ .. ..
!l .. .. .. .. ~ i
c .. it - : : ~
i . .. 'i ;;: ..
~ .. ... ~ .. .. j ~
ii ... ~ II: '0
N 0 .. .. .. .. ... ..
I '" N ... 'i 0 .. ..
Ii Ii Ii ~ ... I
.. .. .. .. ~ .. ..
.. .. .. .. .. .. ..
.. .. .. .. ~ ! ~ t .. ..
: : : : Ii Ii Ii Ii .. :
.. ..
.. .. .. .. .. .. .. .. .. .. .. .. ~ !
~ ~ ~ ! ... ... ... - ~ ! ~ ~ ~ ~
... ... ... 0 0 0 ;;: .. .. .. ... ... -
~
..
c
....
..
~
..
..
~
.
<
....
..
~
..
~
..
c
....
..
..
<
....
.
~
..
~
..
~
.
~
i
tl
~ 'f
~ ~
i ~
I
II
i
"i:u
-;;:IS
~.~
...~_tl
.:-.
.::!
;;~..
III
~~
ar;
;..=
-~;
~...~
~;I
::'
hI
H!l'
- ~ih
e..'
ar
.
..~
il:~~
--Ill
ii;
~ ,
....u:
R~..
..-~
;;~..
. ~
~ ~-
i!ii
.
j~i
_,,1-
_li.
ei-
-!j
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
__~NN___________N._____________
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
-.~~~.._-"_."----~-=---..~~--.._--
___~~__.___.____~__..._.uu.u...
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
"----.........----==--------......-------
~aiE!i!i!!!Ri2~~i;~!EaE=E!!!!i!
.. ~ .. .. .. .. .. .. .. .. .. .. .. .. - .. .. .. .... ......-:.........
------------==------ -------
~..=~=~-=~=~~~--.~~..==:s=-....-
.-~~a=il:=#=~~=~=s=-==~I==~~-~=i!
=1_J_~~=~ae~=====!~=-_~~.~=!-
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
-------------------------------
---- ~ -- -.
- . . . .................-.... ..... . .......... . .....-......
~=~=~~...._.~N~_~_~~_N~~~.~_._N
a.
a~
-~~_________w._~___.____w_____.
IIIII!!!IIIIIIII!I!I!!I~III!!!!
=~iii:::iii~i~~.=.:.=.....~::==
,,-
e:t
aii~~J:5i=;i!E!~!ei!Ei~:iaiRl5i
~~i~~~~2~i~~5!~~-.~~:~~~:~~=---
!le;S~~;!E~;E~:=R~~~~!~!i5.~~~.
=!~~iil;iR!~=2~EJ;!fS!5~!55Ei5~
~~~R~i~2~~ii~~~~--~~:~~.:~~=---
i
;;;;;;;;;;;;;;;;~;.;.;;;;;--~~~
~~~ ceeece
........---= .. ......... II
mm_mmmmm"" =.....;;;;;;...
11!11111~~~~!!ii!!~;IIIIII;ii;;
i
occ~C~D~~g~a=~~g=~ii~~gac.~;a==
ft
i ~
.
i !
ft 1
~ i I
..
! 5 i
! 1 j
j i 1 1
-
. I !l I
- <l .: j
f Jl
:;; j .
.Ii ~ ~
- - ft -
a-
co
--
.-<
""
ClI
"'
,,.{
>
ClI
<z:
.
.
i
!
.. !
i.
'i .
i !
. ~
! !
"
j I
" !
I
i
t =
. ]
" .
. J
! I
II J
! .
i
.
\
~
~
- I
i ::
;;
- ~
.:-
.~!
eh
illli
.....:
Ie ,
,
-we:
.ii;
-.'
leu
~I.
:!~I
h.
HI!
."'111
e ...
Ie i
-~
1:-
..::.
el;
~
I
..
if
. .
. -~
i~i
.
_Ii
-",;~
~I-
e--
l
-!
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
-~~:~.__"'_._N___~.=__N.=~__.___
W_~.~CCC__...._YW._.__..w_.w_..
::::=~~~:::::s:~~:=:=~===:e====
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
...............~~~-_..._~~......___..._~~__...N____
~~~~~~~~~~~~~~~~~~\~E~~~~~~~iEi
------------~=------ -------
~~.~~=~_=~~=~~__R~~..==~~=_..._
~~~~~~~~~~~~~~~~~~~~i~~~~~~~iai
--...---------==------ -------
~~~~~~~~~~~~~~~~~~~~~-~~~~-~~~~
-.~ ~.__..._._----=.=-- -==- -.--
:>Ill
i~
ww----____________w____cu__wc__
illllllllllllllllllllllllllllll
~~~=~~~A~~~=~~.~~.=.~~~~~~=~===
"'-
e-
!~E!a5i&5=!iiR!IE5e~ie!!=~fiiii
~ii~~~~~i~i~~i~...=~:ii~i~~=.--
=JS;;~~;!5a=5!=~R!5E~=!!i6.~~~~
#iai~i;~i!l!=~iEii!iEI!~=5EE!ii
~~~~~~~~~~~~!~~...~~:~~R~~~=.--
;;;;;;;;;;;;;;;;~;~;~;;;;;._-~-
j
,.............,
IIII ==== ......
rrrrllllllll....!!II!!aaaaaaillll
;1;i;;;I.~~~~~~ii!!!!!;!!!.iii;;
! !u!!! K_KK ..i.iiiS.
i
~co=c~t8.vV&=~~g=ei.;g=:Ga.;==~
~
.
.
i
i
!
~
i ~ j
. Jl
i ! 1
. 1
~ I i
I ..
. k
! fi i
! 1 j i
j i 1 1 !
w i
! I !!l I
"" j :: j !
r i I(
. :: I
.. " !
- - - . -
'"
co
.....
....
.",
II
'"
....
>
II
cd
~
-
~
w
...
..
c
~
1:1
"'...
'"
~
!
U>
~
~
..
~
...
~
~
...
w
U>
'"
W
~
Z
~I
~
...
w
~
..
'"
..
'"
~
;:
!
...
:!i
z
z
c
w
..
c
'"
~
c
N
;;;
..
..
'5
u
..
U
c
....
.
1
c
....
z
~
u
...
c
....
.
~
z
...
...
1
..
"'"
....
-~
....
jjjj jj
............. .......
E ~ :: It ~ It
ztnw:l .:1
.. ..
~........ ....
.CI.........
......... .. ell
~
w
Ii
..
II
..
..
..
..
r::
o
!l
I
'"
..
..
..
..
~
...
w
~
c
"l!
N
N
..
..
..
..
..
~
...
~
.
..
c
....
z
.. 2 2
~""'"'"
..~~
jjj
......
: a E
wU>.
u
w
c
....
.
..
c
....
.
..
ii.
..
22....
""'""'~
~~..
jjj
..~..
.. ..
o ..
.U>w
..
w
..
I:
u
u
c
..
..
..
i
...
..
..
I:
~
...
Ii
I
..
..,
o
..
..
II
..
~
...
~
.
c
....
.
u
c
....
.
~
.
..
..
..
..
I:
"'"
~
:;
..
Ii
~
..
..,
o
c
....
.
~
z
..
oC
....
.
c
....
z
...
..
~
..
i
...
..
Ii
I
..
..,
o
c
....
.
oC
....
z
...
c
....
z
c
....
z
..
-
.
..
...
1:'
..
..
-
;:
..
Ii
I
..
..,
o
~
.
c
....
z
...
c
....
z
~
.
..
Ii
I
..
..
-
..
..
~
1:'
..
..
-
i:
~
.
..
22
""'"'"
~~
~
.
11
""'"'"
.. ..
5 ~
.U>
..
...
c
....
z
..
c
....
z
22......
~.J:........
......... ..
jjjj~
............
E a = It
acnw:l
c
w c
..
..
..
I:
"'"
l!
:;
..
Ii
I
..
Ii
i ~
.. ..
J ~
.. ..
Ii Ii
.. ..
~ ~
.. ..
c
....
z
c
....
z
c
c
....
z
c
....
.
c
....
z
...
~
z
c
....
.
..
~
..
Ii
..
~
..
c
....
.
oC
....
z
..
c
....
z
c
....
z
..
..
ii.
'l:
..,
j
..
..
I:
~
...
l1;
....
-
..
w
U>
;:
W
'"
c
....
z
c
....
z
..
~
;;;
..
i
~
r::
c
....
z
i
~
~
..
..
o
"'"
..
c
....
z
"l!
..
~
~
~
i
'"
~
c
..
I
..
!
i
..
..
1
u
~
~
~
'0
..
..
..
I:
~
~
...
..
I
!
-
l!;
~
lil
..
;:
w
..
1!1 ~ c ~ .. ~ ~ ~ c c .. ~ ~ c c
.... .... .... .... ....
.. .. .. .. .. .. .. .. .. .. .. ..
"'...
..22 2 2
1 ~.c.c .c.c
co~.. ~~
c ~ c ill c c c ~ c ii ~ ~ c ~
.... .... .... .... .... .... ....
.. z z .. .. .. z z .c .c ", z z z
'" .. .... ....
~ = ~ t l; ~
~ wen", ....
..
~ 91 .. ... ... ... u .. u ... .. ... .. .. ... ...
~
.. "';
~ ;;;
~ co
:;;
~ I ..
... ~
w ~
.. co .=
'" ..
w ~ .. ... ~ .. c c c c c .. c c c c
~ c .... .... .... .... .... .... .... .... .... '2
~ :!: .. .. .. ", .. .. .. z .. ",
;;; ~ .. ~
0 ;:
... ... ..
w i. ~
w ~
... .. N
.. '" - ..
c ... N ..
~ '" .. .. .c " " 22 co
.. .......... .. .... ...... rl
~ .. 1 .,.......... -~. .c.c~ .c .c
:; :; ...1...1.... .. co ~~. ~~ .c
llii Ii Iii ..
i u ii
.. c ~
U ~ ~ ~ c c c ~ ~ ~
.... .... .... ....
.. .. .. .. .. .. .. .. z ..
~ .c .c ~
............. .... ...... .... ~
l; ~ Il :I ii a ~ : l; ~ ~
c zcn:J:w z..w ....
w <l.
.. ..
" '"
c -
w ..
~ ~
91 w w .. w .. .. .. ... c w .. .. ... .. I
..
e-
'2
- ..
..
'i l
~
.. .. ~ Ii
:I . u
Ii .. . > ..
u :I ~ .. ~ Ii .. ~
Ii u .. .. .. i.
0 c ~ .c .. co ..
!l ~ ~ .. .. .. .. ~ ~ i
~ i - .. Il
1 co .. :; i: .. co '"
~ .. ... .c .. .. 1 ~
i .., .. - ~ ~ ~ '0
N 0 .. .. 'i .., ..
I '" N ... Ii :; 0 .. ..
Ii Ii .. ... I
.. .. .. .. ~ .. ..
I .. .. .. .. .. ..
.. .. .. .. ~ ~ ~ .. ..
Il .. .. Il Ii Ii Ii Ii .. ..
co co .. co co
.. .. .. .. .. .. .. .. .. .. .. .. .. .. !
~ ~ ~ ~ .., .., .., - ~ ~ ~ ~ ~ ~
0 0 0 i: 0
... ... ... ... .. .. .. .. ... ... -
I
/!
I ;
=
i
I c
;; I
f I
;;
I
~I; -
=11 -
. - .
~ ! a
i ;:;
i
Il~t'
~"-
!H
~
... ... - - -
il
,!!i
.11I
i i i gii
..
--....- ...........
i i
II
i i Ii i
!if
11I11I_ S
gi'l
..
__u__ ....u..
-i
gi
Ill:>
! S ! S i: !
I;
II !il
<< .. .... .... mil.. ..
~ ~ ~ ~ II ~ gi~ ~
..
-i
gi
==
! ! ! ! i~ s
-.
I;
... ... - - -
il
I
n
.. .. .. -=.
~ ~ ~ gi~
..
.~t. ...... - - - ... - - .. - .. - - -
~"-
!if
=m. ..
.:,.~ II
g
..
...---. ----
9'
me.. ..
~i~ ..
..
- .
~E! ~ S S S S S S li S 15 i S 5 l:i
=
I
i -ii
i Il~t'
....1":'.-
Ii
-1-.1
I, ....
ii i II
~ I -
9 !i
. . -
=- i iil
ri ;;
.. .
n
.11I.
gill
..
... ... - - -
!i 9
.... .
- i i
Ii .
.. .
I!!i
. Ill_
gi~
..
· 1- III
= !
I ..
- i i
B I I I
= ;; : .
. . I I
i i ;; ;;
III
I ! I I !! I i
! i I i Iii i
..;...:..s _=:i:
..: ..: .. ...
'"
00
......
.-<
."
QI
Ol
'....
>
~
1
i
i
"
i
!
Jl
t
! !
; ;
i ;
1 _ '
! ~ !
I ~ ;
i . :!
i i I
.
. '; 1
! j .!'
i t
i i !
i ! :!
i 1 ·
i I ]
! !
l.ll
- - -
I
Ii
:111 N
N,. N
i"- ..
_l'! =
I ;::
5
!.Ui
::;j....1
Ii" -
i! !I'
:: I . I
-, . .
f J - i
- : I
, !
.. . i
I~!! ~ :s S S i :
-is i
I
I
.!i
I "'a_
..
I ;
i
j
..
!
_! .!I"
.......
II -
i_!, .i
.' ..iE_
~ i I;
, -to
:-=
_1....-
~ ,
I I _
!!";i
i i II
,
,
- ... ... - ...
.i
'I
I~
.. ~ .. _c.
iii . iii ~iiii
..
- ... - - -
I~
!!!: .. !!!: .=.
. ;; . gi.
..
- "" - - -
~ ~ Ii
~ ~ .. ...
~ i .. ~i.
,;. ..
... ... -
- -
~ ~
. .
~ i
II ..
,; .
Ii
--
.. ...
a .:.a
!!I..
..
- ... ... - - - - ... ...
$I
- - - II ~ ==_ ~
a a a S Ii oil gja oil
..
_ ... ... _ _ _.... w
Ii $I
s s S S Ii 1 i;S 1
..
- - ... .. - - - ... -
~i
=~
S S ! i i: I
I;
u
==. ~
gia oil
..
- - ... .. -
- - ... -
t:i
!OIl!
=-
! ii S a ii s
I;
U
mm. ..
gia a
..
1 5 S S
S S 5 5
I . & i I I i
r ! ~ ; : - :
- - - - i i i
I I Ii; ; ;
!
;
; I I !!
i E i i i
~ ~ M _ ~ . ~ _ . s _:
i
i
. i
- -
I I
N '"
'"
00
......
.....
."
Qj
'"
.....
>
Qj
a::
..
.
i
j !
5 II
i ;
1 " '
j ~ I
'Ii i
. =_-.= r
! :!
i i 1
! 'j ;l
" 1
i j r
i I
i i J
i ! :!
i I ·
'j I )
! ! .,
i E I
. ~ .
_ w _
- " "
BOYNTON BCH BLVD/I-95'
-. -..".- -., ....-., -_. . -_. ~-...-
.- . - -... .-.- ". ."',~..-. "'"~''''-''''-----'''''-''''~-''~..-..-------< + --~'-';"'-- ,'t
INTERSECTION ANALYSES'~
. .-......................-.--<--.. ._. ..._-..--,-~. t_... -- -.'_ _....k
?
GREINER ENGINEERING SCIENCES
CRITICAL MOVEMENT ANALYSIS
BOYNTON BCH/I-95 AV AN EXISTING GEOM
DATE 1988 EXISTING
**********************************
LEVEL OF SERVICE E
SATURATI ON 9 a
CRITICAL N/S VOL 484
CRITICAL E/W VOL 1 1 36
CRITI CAL SUM 1 62:0
*************************************
R. .
L..
L. .
LANE GECI1ETRY
SOUTHBOUND EASTBOUND WESTBOUND
MOV WIDTH MOV WIDTH MOV WIDTH
R.. 12.0 R. . 12.0 R.. 12.0
L. . 12.0 T. . 12.0 T.. 12.0
L. . 12.0 T.. 12.0 T.. 12.0
.. . ... . L.. 12.0 L. . 12.0
... .
.. . ... . .. . ... . ... .
NORTHBOUND
LANE MOV WIDTH
I
2
3
4
5
6
LEFT
THRU
RI GHT
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
12.0
12.0
12.0
NORTHBOUND
561
o
346
TRAFFIC VOLUMES
SOUTHBOUND EASTBOUND
331 456
o 756
140 526
WESTBOUND
623
983
272
TRUCKS (Yo)
3
3
3
3
LOCAL BUSES (#/HR)
o
8
o
PEAK HOUR FACTOR
.95
;;5
.95
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
THRU -RIGHT
LEFT
INf " VOLUME
ADJUSTED VOL
CAPAC !TY
MOVEMENT
",1:','
:5. DIRECTION SEPERATION
:5. DIRECTION SEPERATION
O. (#PEDS/HR)
90 SECONDS
CRITICAL LANE VOLLt1ES BY MOVEMENT
NORTHBOUND
o
311
SOUTHBOUND EASTBOUND WESTBOUND
0 430 559
173 473 663
LEFT TURN CHECK
SOUTHBOUND EASTBOUND WESTBOUND
331 456 623
331 473 663
0 0 0
N/A N/A N/A
NORTHBOUND
561
593
o
N/A
GREINER ENGINEERING SCIENCES
CRITICAL MOVEMENT ANALYSIS
BOYNTON BCH/I-95 AV AN IMPROVEMENTS
DATE 1988 IMP
**********************************
LEVEL OF SERV ICE C
SATURATI ON 7' 1
CRITICAL N/S VOL 484-
CRITICAL E/W VOL 690
CRITI CAL SUM 1 1 7' 4
*************************************
LANE GEcr1ETRY
NORTHBOUND SOUTHBOlJND EASTBOlJND WESTBOlJND
LANE MOV WI DTH MOV WIDTH MOV WIDTH MOV WIDTH
1 R. . 12.0 R. . 12.0 R.. 12.0 R. . 12.0
2 L. . 12.0 L.. 12.0 T. . 12.0 T.. 12.0
3 L. . 12.0 L. . 12.0 T.. 12.0 T.. 12.0
4 T. . 12.0 T. . 12.0
5 . .. . . . . L. . 12.0 .L.. 12.0
6 .. . . . . . L.. 12.0 L. . 12.0
TRAFFIC VOLUMES WESTBOlJND
NORTHBOlJND SOUTHBOlJND EASTBOlJND
LEFT 561 331 456 623
~~~ftr 34g 148 ~2g ~~~
TRUCKS (X) LOCAL BUSES (4t/HR) PEAK HOUR FACTOR
NORTHBOUND 3 0 .95
SOUTHBOUND 3 0 .95
EASTBOUND 3 0 .95
WESTBOUND 3 0 .95
PHASING N/S 15.
E/W 15.
PEDESTRIAN ACTIVITY I
CYCLE LENGTH
DIRECTION SEPERATION
DIRECTION SEPERATION
O. (4tPEDS/HR)
90 SECONDS
CRITICAL LANE VOLUMES BY MOVEMENT
THRU -RIGHT
LEFT
NORTHBOlJND
o
311
SOUTHBOlJND
o
173
LEFT TURN CHECK
EASTBOlJND
300
248
WESTBOlJND
390
348
INPUT VOLUME
ADJUSTED VOL
CAPACITY
MOVEMENT
NORTHBOlJND
561
593
o
N/A
SOUTHBOlJNO
331
331
o
N/A
EASTBOlJND
456
473
o
N/A
WESTBOlJND
623
663
o
N/A
"",j.J;p,...,~
GREINER ENGINEERING SCIENCES
CRITICAL MOVEMENT ANALYSIS
BOYNTON BCH/I-95 PSEA EXISTING GEO
DATE 1988 EXISTING
**********************************
LEVEL OF SERVICE E
SATURATI a.I 1 0 <6
CRITICAL N/SVOL 520
CRITICAL E/W VOL 1226-
CRITICAL SlJ1 1 746
*************************************
NORTHBOUND
LANE MOV WIDTH
1 R. . 12.0
2 L. . 12.0
3 L. . 12.0
4. .. . .. ...
5 .. . ... ..
6 ..... ..
NORTHBOUND
LEFT 592
-HRU 0
RI GHT 375
TRUCKS (X)
NORTHBOUND 3
SOUTHBOUND 3
EASTBOUND 3
WESTBOUND 3
PHASING N/S :5.
E/W :5.
PEDESTRIAN ACTIVITY :
CYCLE LENGTH
LANE GElJ1ETRY
SOUTHBOUND EASTBOUND WESTBOUND
MOV WIDTH MOV WIDTH MOV WIDTH
R. . 12.0 R. . 12.0 R. . 12.0
L.. 12.0 T. . 12.0 T.. 12.0
L. . 12.0 T.. 12.0 T.. 12.0
. . . .. .. .. .. L.. 12.0. 'L.. 12.0
. .. .. .. .. .. .. . .. .. .. .. . . . .. .. .. ..
.. . .. .. .. .. . . . . .. .. .. . . . .. .. .. ..
TRAFFI C VOLlJ1ES
SOUTHBOUND EASTBOUND WESTBOUND
360
o
143
LOCAL BUSES (*/HR)
o
o
o
o
4B4
805
558
674
1050
301
PEAK HOUR FACTOR
.95
.95
.95
.95
DIRECTIa.I SEPERATIa.I
DIRECTIa.I SEPERATIa.I
O. (*PEDs/HR)
90 SECa.lDS
CRITICAL LANE VOLUMES BY MOVEMENT
THRU -R I GHT
LEFT
NORTHBOUND
o
329
I NPUT VOLUME
ADJUSTED VOL
CAPACITY
M' ~ENT
NORTHBOUND
592
628
o
N/A
" .i~,~
SOUTHBOUND
o
191
EASTBOUND
458
505
WESTBOUND
597
721
LEFT TURN CHECK
SOUTHBOUND
360
364
o
N/A
EASTBOUND
484
505
o
N/A
WESTBOUND
674
721
o
N/A
-ii"..
GREINER ENGINEERING SCIENCES
CRITICAL MOVEMENT ANALYSIS
BOYNTON BCH/I-95 P SEA IMPROVEMENTS
DATE 1988 IMP
**********************************
LEVEL OF SERV ICE C
SATURATI CI'l 76
CRITICAL N/S VOL~20
CRITICAL E/W VOL 737
CRITICAL SlJ1 1 2~7
*************************************
1
2
3
4
5
6
R. . 12.0
L. . 12.0
L. . 12.0
... .
.. . ... .
... .
LANE GEa1ETRY
SOUTHBOUND EASTBOUND WESTBOUND
MOV WIDTH MOV WIDTH MOV WI DTH
R. . 12.0 R. . 12.0 R. . 12.0
L. . 12.0 T. . 12.0 T. . 12.0
L.. 12.0 T. . 12.0 T. . 12.0
. . . . T. . 12.0 T.. 12.0
.. . . . . . L.. 12.0 L. . 12.0
. .. ... . L. . 12.0 L. . 12.0
NORTHBOUND
LANE MOV WIDTH
NORTHBOUND
TRAFFI C VOLlJ1ES
SOUTHBOUND EASTBOUND
LEFT
THRU
RI GHT
592
o
375
360
o
143
484
805
558
WESTBOUND
674
1050
301
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
TRUCKS (X)
3
3
3
3
LOCAL BUSES (*/HR)
o
o
o
o
PEAK HOUR FACTOR
.95
.95
.95
.95
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
:5. DIRECTICI'l SEPERATICI'l
:5. DIRECTICI'l SEPERATICI'l
O. (#PEDS/HR)
90 SECCI'lDS
CRITICAL LANE VOLlJ1ES BY MOVEMENT
THRU -RIGHT
LEFT
NORTHBOUND
o
329
SOUTHBOUND EASTBOUND WESTBOUND
0 320 417
191 265 378
LEFT TURN CHECK
SOUTHBOUND EASTBOUND WESTBOUND
360 484 674
364 505 721
0 0 0
N/A N/A N/A
INPUT VOLUME
ADJUSTED VOL
CAPACITY
MOVEMENT
NORTHBOUND
592
628
o
N/A
GREINER ENGINEERXNGSCJ:ENCES
CRITICAL MOVEMENT ANALYSXS
BYNTON BCH & 1-9~ AVER ANN IMPROVED
DATE BACKGROlJlolD lOt'"
**********************************
LEVEL OF SERV ICE D
SATURATICN 79
CRITICAL N/S VOL ~75
CRITICAL E/W VOL 723
CRITICAL SlI1 1298
*************************************
LANE GEOMETRY
NORTHBOUND SOUTHBOt..ND EASTBOlJlolD WESTBOlJlolD
LANE MOV WIDTH MOV WIDTH MOV WlDTH MOV WIDTH
1 R. . 12.0 R.. 12.0 R. . 12.0 R.. 12.0
2 L. . 12.0 L. . 12.0 T.. 12.0 T.. 12.0
3 L. . 12.0 L. . 12.0 T.. 12.0 T. . 12.0
4 .. . . . . . . . . .. .. . T.. 12.0 T.. 12.0
5 ... . .. . . . . . L. . 12.0 L. . 12.0
6 .. . L. . 12.0 L. . 12.0
NORTHBOUND
TRAFF I C VOLlI1ES
SOUTHBOUND EASTBOUND
WESTBOUND
LEFT
THRU
RI GHT
680
o
362
346
o
146
477
791
550
652
1029
291
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
TRUCKS <X)
3
3
3
3
LOCAL BUSES <*/HR)
o
o
o
o
PEAK HOUR FACTOR
.95
.95
.95
.95
PHASING N/S :5.
E/W :5.
PEDESTRIAN ACTIVITY: O.
CYCLE LENGTH : 120
DIRECTICN SEPERATICN
DIRECTICN SEPERATICN
<*PEDs/HR)
SECCNDS
CR I TICAL LANE VOLlI1ES BY MOVEMENT
NORTHBOUND SOUTHBOlJlolD EASTBO\J'lD WESTBO\J'lD
THRU -RIGHT 0 0 314 409
LEFT 387 188 266 371
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOlJlolD
INPUT VOLlI1E 680 346 477 652
ADJUSTED VOL 739 359 508 708
CAPACITY 0 0 0 0
MOVEMENT N/A N/A N/A N/A
"',", ";. . ~.;, :' .
GREINER ENGINEERING SCIENCES
CRITICAL MOVEMENT ANALYSIS
BOYNTON BCH BLVD/I-9~ AVER ANN IMPROVED
DATE WITH PROJ 1'\"
**********************************
LEVEL OF SERVI CE D
SATURATION 79
CRITICAL N/S VOL 582
CRITICAL E/W VOL 728
CRITI CAL SlJ1 1 :3 1 0
*************************************
. . . .
LANE GECI1ETRY
SOUTHBO~D EASTBO~D WESTBO~D
MOV WIDTH MOV WIDTH MOV WIDTH
R. . 12.0 R. . 12.0 R. . 12.0
L.. 12.0 T.. 12.0 T.. 12.0
L. . 12.0 T. . 12.tl T. . 12.0
. . . . . .. :' T. . 12.0 T.. 12.0
.. . ... . L. . 12.0 L. . 12.0
. .. L. . 12.0 L. . 12.0
TRAFFIC VOLlJ1ES
SOUTHBO~D EASTBOUND WESTBOUND
NORTHBO~D
LANE MOV WI DTH
1
2
3
4
5
6
R. .
L..
L. .
12.0
12.0
12.0
NORTHBOUND
LEFT
THRU
RI GHT
691
o
362
346
o
158
LOCAL BUSES (I/HR)
o
o
o.
o
491
798
563
652
1036
291
NORTHBOUND
SOUTHBOUND
EASTBO~D
WESTBOUND
TRUCKS (X)
3
3
3
3
PEAK HOUR FACTOR
.95
.95
.95
.95
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
:5.
:5.
: O.
: 120
DIRECTION SEPERATION
DIRECTION SEPERATION
(IPEDs/HR)
SECONDS .
CRITICAL LANE VOLlJ1ES BY MOVEMENT
THRU -RI GHT
LEFT
NORTHBOUND
o
394
SOUTHBO~D
o
188
EASTBO~D
317
275
WESTBO~D
411
371
LEFT TURN CHECK
INPUT VOLUME
ADJUSTED VOL
CAPACITY
MOVEMENT
NORTHBOUND
691
752
o
WA
SOUTHBO~D
346
359
o
WA
EASTBO~D
491
524
o
WA
WESTBOUND
652
708
o
WA
;",.. W~~.Ji.";
GREINER ENGINEERING SCIENCES
CRITICAL MOVEMENT ANALYSIS
BOYNTON BCH BLVD/I-93 PEAK SEA. IMPROV
DATE BACKGROUNO 19B9
**********************************
LEVEL OF SERVICE D
SATURATI(JII 84-
CRITICAL N/S VOL 623
CRITICAL E/W VOL 770
CRITICAL SLt1 1 393
*************************************
LANE GEOMETRY
SOUTHBOUND EASTBOUND WESTBOUND
MOV WIDTH MOV WI DTH MOV WIDTH
R. . 12.0 R. . 12.0 R. . 12.0
L. . 12.0 T.. 12.0 T.. 12.0
L. . 12.0 T.. 12.0 T.. 12.0
. . . . .. . . T. , 12.0 T.. 12.0
. . . . . . . L. . 12.0 L. . 12.0
. . . . . ... L.. . 12.0 L.. 12.0
NORTHBOUND
LANE MOV WIDTH
1
2
3
4
5
.6
LEFT
THRU
RI GHT
R. .
L. .
L. .
12.0
12.0
12.0
.. .
... .
.. .
... .
TRAFFI C VOLLt1ES
SOUTHBOUND EASTBOUND
NORTHBOUND
730
o
392
376
o
150
TRUCKS (X)
3
3
3
3
WESTBOUND
506
B42
583
706
1099
315
PEAK HOUR FACTOR
.95
.95
.95
.95
LOCAL BUSES (~/HR)
o
o
o
o
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
THRU -RIGHT
LEFT
I ~'oUT VOLUME
F. USTED VOL
CAPACITY
MOVEMENT
;i-'J,l
:5. DIRECTI(JII SEPERATI(JII
:5. DIRECTI(JII SEPERATI(JII
O. (~PEDS/HR)
120 SEC(JIIDS
CRITICAL LANE VOLLt1ES BY MOVEMENT
NORTHBOl.Jl,/D
o
417
SOUTHBOUND
o
206
LEFT TURN CHECK
SOUTHBOUND
376
393
o
N/A
NORTHBOUND
730
796
o
N/A
EASTBOUND
334
2B4
WESTBOUND
436
403
EASTBOUND
506
541
o
N/A
WESTBOUND
706
769
o
N/A
GREINER ENGINEERING SCIENCES
CRITICAL MOVEMENT ANALYSIS
BOYNTON BCH
BLVD/I-9~ PEAK SEA
DATE WITH PROJ 1989
**********************************
LEVEL OF SERVICE 0
~T~reAl ~S ~t56 30
CRITICAL E/W VOL 776
CRITICAL SLt1 1 406
*************************************
IMPROVE
... .
LANE GEOMETRY
SOUTHBOLND EASTBOLND WESTBOLND
MOV WI DTH MOV WIDTH MOV WIDTH
E' . ttg f"' tty l~:n
f"
. . .. . .
L. . . . . .
. . . . . . .. T. . 12.0 T. . 12.0
. . . .. .. L. . 12.0 L.. 12.0
. .. .. .. .. . L.. 12.0 L.. 12.0
TRAFFIC VOLLt1ES
SOUTHBOLND EASTBOLND WESTBOLND
NORTHBOUND
LANE MOV WIDTH
~
3
4
5
6
E' .
L: :
H:B
12.0
... .
NORTHBOUND
_EFT
THRU
RIGHT
741
o
392
376
o
162
LOCAL BUSES (~/HR)
o
o
o
o
520
849
596
706
1106
315
PEAK HOUR FACTOR
.95
.95
.95
.95
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOLND
TRUCKS (X)
3
3
3
3
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
:5.
DIRECTION SEPERATION
DIRECTION SEPERATION
(ltPEDS/HR)
SECONDS
:5.
O.
120
CRITI CAL LANE VOLLt1ES BY MOVEMENT
THRU -RIGHT
LEFT
NORTHBOLND
o
424
SOUTHBOUND
o
206
LEFT TURN CHECK
SOUTHBOLND
376
393
o
N/A
EASTBOUND
337
292
WESTBOLND
439
403
INPUT VOLLt1E
AD -- ''3TED VOL
C. ACITY
MOVEMENT
NORTHBOLND
741
809
o
N/A
EASTBOLND
520
557
o
N/A
WESTBOLND
706
769
o
N/A
~~-, .J:;
1985 HCM: SIGNALIZED INTERSECTIONS
. SUMMARY REPORT
**************************************************************************
INTERSECTION..BOYNTON BCH BLVD/I-95
AREA TYPE.....OTHER
ANALYST.......PIV
DATE..........1/16/89 \
TIME..........PM PEAK 1988
COMMENT.......AVERAGE ANNUAL EXISTING GEOMETRY
--------------------------------------------------------------------------
VOLUMES : GEOMETRY
EB WB N8 S8 I E8 W8 N8 S8
LT 456 623 561 331 I L 12.0 L 12.0 L 12.0 L 12.0
TH 756 983 0 0 . T 12.0 T 12.0 L 12.0 L 12.0
.
RT 526 272 346 140 : T 12.0 T 12.0 R 12.0 R 12.0
RR 0 0 0 0 . R 12.0 R 12.0 12.0 12.0
.
I 12.0 12.0 12.0 12.0
: 12.0 12.0 12.0 12.0
--------------------------------------------------------------------------
ADJUSTMENT FACTORS
GRADE HV ADJ PKG 8USES PHF PEDS
( ,,) (,,) Y/N Nm Nb
E8 0.00 3.00 N 0 0 0.95 50
WB 0.00 3.00 N 0 0 0.95 50
NB 0.00 3.00 N 0 0 0.95 50
S8 0.00 3.00 N 0 0 0.95 50
PED. BUT. ARR. TYPE
Y/N min T
N 20.8 4
N 20.8 4
N 26.8 3
N 26.8 3
-------------------------------------------------
E8
SIGNAL SETTINGS
PH-l PH-2 PH-3 PH-4
LT X NB LT
TH X TH
RT X RT
PD PD
LT X S8 LT
TH X TH
RT X RT
PD PD
CYCLE LENGTH = 120.0
PH-1 PH-2 PH-3 PH-4
X
X
W8
X
X
--------------------------------------------------------------------------
LEVEL OF SERVICE
LANE GRP. VIC GIC DELAY LOS APP. DELAY APP. LOS
EB L 1.069 0.267 88.7 F 38.8 D
T 0.842 0.267 28.5 D
R 0.648 0.567 10.5 B
W8 L 1.062 0.367 76.5 F 36.5 D
T 0.796 0.367 20.1 C
R 0.285 0.667 3.9 A
N8 L 1.034 0.1~ 76.4 F 51.0 E
R 0.426 0.567 9.8 B
SB L 1.068 0.100 101.9 F 76.7 F
R 0.267 0.367 17.3 C
,
--------------------------------------------------------------------------
INTERSECTION: Delay .. 43.7 (see/v.h) V/C .. 1.228 LOS .. E
f~...... .,i;'
1985 HCM: SIGNALIZEP INTERSECTIONS
SUMMARY REPORT
**************************************************************************
INTERSECTION..BOyNTON BCH BLVD/I-95
AREA TYPE.....OTHER
ANALYST.......PIV
DATE..........1/16/89
TIME..........PM PEAK 1988
COMMENT.......AVERAGE ANNUAL IMPROYED GEOMETRY
--------------------------------------------------------------------------
VOLUMES I GEOMETRY
EB WB NB SB . EB WB NB SB
.
LT 456 623 561 331 ~' L.... ." 12~'e<".,.'W.l;l.J"_.;...',.., . 12.. 0 L 12.0 L 12.0
TH 756 983 0 0 I L 12.0 L 12.0 L 12.0 L 12.0
RT 526 272" 346 '00 t4() 'f T " ',' 12.'0--..",,"., ' 12.. 0 R 12.0 R 12.0
RR 0 0 0 0 I T 12.0 T 12.. 0 12.0 12.0
. T 12.0 T 12.0 12.0 12.0
.
. R 12.0 R 12.0 12.0 12.0
.
----- ---------------------
ADJUSTMENT FACTORS
GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE
(,,) (,,) Y/N Nm Nb Y/N min T
EB 0.00 3.00 N 0 0 0.95 50 N 20.8 4
WB 0.00 3.00 N 0 0 0.95 50 N 20.8 4
NB 0.00 3.00 N 0 0 0.95 50 N 26.8 3
SB 0.00 3.00 N 0 0 0.95 50 N 26.8 3
EB
SIGNAL SETTINGS CYCLE LENGTH = 120.0
PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4
LT X NB LT X
TH X TH
RT X RT X
PD PD
LT X SB LT X
TH X TH
RT X RT X
PD PD
WB
-------------------------------------~-----------------------------------
LEVEL OF SERVICE
LANE GRP. VIC GIC DELAY LOS APP. DELAY APP. LOS
EB L 0.654 0.225 33.6 D 20.9 C
T 0.665 0.225 23.6 C
R 0.573 0.642 6.1 B
WB L 0.689 0.292 30.1 D 21.3 C
T 0.667 0.292 20.7 C
R 0.268 0.708 3.0 A
NB L 0.749 0.242 34.8 D 25.4 D
R 0.433 0.558 10.2 B
SB L 0.712 0.150 40.2 E 32.9 D
R 0.244 0.400 15.5 C
--------------------------------------------------------------------------
INTERSECTION:
Delay. 23.0 (seelveh)
VIC - 1.019
LOS - C
;~~;7':';t_. . .
.!l":J' '.:' '
""".~'i$";
"
': -i;':',
,.,.:.
1985 HCM: SIGNALIZED INTERSECTIONS
SUMMARY REPORT
**************************************************************************
INTERSECTION..BOYNTON BCH BLVD/I-95
AREA TYPE.....OTHER
ANALYST.......PIV
DATE..........1/16/89
TIME..........PM PEAK 1988
COMMENT.......PEAK SEASON EXISTING GEOMETRY
--------------------------------------------------------------------------
VOLUMES : GEOMETRY
EB WB NB SB : EB WB NB S8
LT 484 674 592 360 : L 12.0 L 12.0 L 12.0 L 12.0
TH 805 1050 0 0 : T 12.0 T 12.0 L 12.0 L 12.0
RT 558 301 375 143 : T 12.0 T 12.0 R 12.0 R 12.0
RR 0 0 0 0 I R 12.0 R 12.0 12.0 12.0
. 12.0 12.0 12.0 12.0
.
12.0 12.0 12.0 12.0
--------------------------------------------------------------------------
ADJUSTMENT FACTORS
GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE
(l') (l') YIN Nm Nb Y/N min T
EB 0.00 3.00 N 0 0 0.95 50 N 20.8 4
WB 0.00 3.00 N 0 0 0.95 50 N 20.8 4
NB 0.00 3.00 N 0 0 0.95 50 N 26.8 3
SB 0.00 3.00 N 0 0 0.95 50 N 26.8 3
--------------------------------------------------------------------------
EB
SIGNAL SETTINGS CYCLE LENGTH .. 120.0
PH-l PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4
LT X NB LT X
TH X TH
RT X RT X
PD PD
LT X S8 U; X
TH X TH
RT X RT X
PD PD
WB
--------------------------------------------------------------------------
LEVEL OF SERVICE
LANE GRP. VIC Gle DELAY LOS APP. DELAY APP. LOS
EB L 1.134 0.267 118. 9 F 48.2 E
T 0.896 0.267 31..3 .D
R 0.688 0.567 ..,...,.,,1i.l~, 8
WB L 1.149 0.367 117.6 F 52.1 E
T 0.850 0.367 23.8 C
R 0.315 0.667 4.0 A
NB L 1.092 0.175 97.9 F 63.9 F
R 0.462 0.567 10.1 B
S8 L 1.162 0.100 146.8 F 110.0 F
R 0.272 0.367 17.3 C
--------------------------------------------------------------------------
I NTERSECTI ON:
Delay" 58.3 (see/veh)
VIC .. 1.321
LOS .. E
~>
':~~i~-'1j..,
~" ,it"'~"L~':~
1985 HCM: SIGNALIZED INTERSECTIONS
SUMMARY REPORT
**************************************************************************
INTERSECTION..BOYNTON BCH BLVD/I-95
AREA TYPE.....OTHER
ANALYST.......PIV
DATE..........1/16/89
TIME..........PM PEAK 1988
COMMENT.......PEAK SEASON IMPROVED GEOMETRY
.
------------------------------------------------------
VOLUMES : GEOMETRY
EB WB NB SB J EB WB NB SB
LT 484 674 592 360 : L 12.0 L 12.0 L 12.0 L 12.0
TH 805 1050 0 0 : L 12.0 L 12.0 L 12.0 L 12.0
RT 558 301 375 143 . T 12.0 T 12.0 R 12.0 R 12.0
.
RR 0 0 0 0 : T 12.0 T 12.0 12.0 12.0
T 12.0 T 12.0 12.0 12.0
. R 12.0 R 12.0 12.0 12.0
.
----------------------------------- . --------------
ADJUSTMENT FACTORS
GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE
(,c.) (,c.) Y/N Nm Nb Y/N min T
EEl 0.00 3.00 N 0 0 0.95 50 N 20.8 4
WB 0.00 3.00 N 0 0 0.95 50 N 20.8 4
NB 0.00 3.00 N 0 0 0.95 50 N 26.8 3
SB 0.00 3.00 N 0 0 0.95 50 N 26.8 3
--------------------------------------------------------------------------
EEl
SIGNAL SETTINGS CYCLE LENGTH = 120.0
PH-l PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4
LT X NB LT X
TH X TH
RT X RT X
PD PD
LT X SB _LT X
TH X TH
RT X RT X
PD PD
WB
--------------------------------------------------------------------------
LEVEL OF SERVICE
LANE GRP. V/C G/C DELAY LOB APP. DELAY APP. LOS
EB L 0.694 0.225 34.4 D 21.8 C
T 0.708 0.225 24.1 C
R 0.607 .0.642 7.4 B
WEl L 0.746 0.292 31.5 D 22.0 C
T 0.712 0.292 21.3 C
R 0.297 0.708 3.1 A
NB L 0.790 o~ 242 36.2 D 26.3 D
R 0.469 0.558 10.5 B
SB L 0.774 0.150 42.5 E 34.8 D
R 0.250 0.400 15.5 C
--------------------------------------------------------------------------
INTERSECTION:
Delay" 23.9 (Bee/v.h)
V/C - 1.095
LOS - C
.:.. iii~:~~;~~
",,,
1985 HCM: SIGNALIZED INTERSECTIONS
SUMMARY REPORT
**************************************************************************
'~TERSECTION..BOYNTON BCH BLVD/I-95
~EA TYPE.....OTHER
ANALYST.......PIV
DATE..........l/16/89
TIME..........PM PEAK 1989
COMMENT.......AVERAGE ANNUAL BACKGROUND IMPROVED GEOMETRY
-----------------------------------------------------------------
VOLUMES : GEOMETRY
EB WB NB SB . EB WB NB SB
.
LT 477 652 680 346 I L 12.0 L 12.0 L 12.0 L 12.0
TH 791 1029 0 0 L 12.0 L 12.0 L 12.0 L 12.0
RT 550 291 362 146 . T 12.0 T 12.0 R 12.0 R 12.0
.
RR 0 0 0 0 . T 12.0 T 12.0 12.0 12.0
.
: T 12.0 T 12.0 12.0 12.0
R 12.0 R 12.0 12.0 12.0
--------------------------------------------------------------------------
ADJUSTMENT FACTORS
GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT.
(,,) (,,) Y/N Nm Nb Y/N mil'l T
EB 0.00 3.00 N 0 0 0.95 50 N 20.5
WB 0.00 3.00 N 0 0 0.95 50 N 20.5
NB 0.00 3.00 N 0 0 0.95 50 N 38.5
SB 0.00 3.00 N 0 0 0.95 50 N 38.5
---------------------------------------
3 LT
TH
RT
PD
WB LT
TH
RT
PD
PH-l
X
X
X
PH-2
SIGNAL SETTINGS
PH-3 PH-4
X
X
X
NB LT
TH
RT
PD
SB LT
TH
RT
PD
-------------------------------------------------
LEVEL OF SE~~I~E
LANE GRP. VIC GIC DEL:~Y '" LOS
." "
EB L 0.710 0.217 '" 35.4 D
T 0.722 0.217 24.7 C
"
R 0.584 0.658 5.8 B
WB L 0.789 0.267 34.5 D
T 0.764 0.267 23.1 C
R 0.287 (11.708 3.0 A
NB L 0.798 .0.275 34.3 D
R 0.446 0.567 10.0 B
SB L 0.744 0.150 41.3 E
R 0.266" 0.383 16.5 C
ARR. TYPE
4
4
3
3
CYCLE LENGTH ~ 120.0
PH-l PH-2 PH-3 PH-4
X
X
X
X
APP. DELAY
21.8
"':
"
23.9'
25.8
) ',.~
;~,
APP. LOS
C
C
'I[
D
33.9
D
INTERSECTION:
De~ay - 24.5 (.ec/vRh)
--------------------------------------------------------------.----------
LOS = C
V/C = 1.066
t..)'" .,
\. .
-~".4_f!'_,."
!it'
c'
t
1985 HCM: SIGNALIZED INTERSECTIONS
SUMMARY REPORT
**************************************************************************
'~TERSECTION..BOYNTON BCH BLVD/I-95
."EA TYPE.....OTHER
ANALYST.......PIV
DATE..........1/16/89
TIME..........PM PEAK 1989
COMMENT.......AVERAGE ANN WITH PROJ. IMPROVED GEOMETRY
--------------------------------------------------------------------------
VOLUMES : GEOMETRY
EB WB NB SB : EB WB NB SB
LT 491 652 691 346 : L 12.0 L 12.0 L 12.0 L 12.0
TH 798 1036 0 0 : L 12.0 L 12.0 L 12.0 L 12.0
RT 553 291 352 158 : T 12.0 T 12.0 R 12.0 R 12.0
RR 0 0 0 0 : T 12.0 T 12.0 12.0 12.0
: T 12.0 T 12.0 12.0 12.0
R 12.0 R 12.0 12.0 12.0
--------------------------------------------------------------------------
ADJUSTMENT FACTORS
GRADE HV ADJ PKG BUSES PHF PEDS
(,,) (,,) Y/N Nm Nb
EB 0.00 3.00 N 0 0 0.95 50
WB 0.00 3.00 N 0 0 0.95 50
NB 0.00 3.00 N 0 0 0.95 50
SB 0.00 3.00 N 0 0 0.95 50
PED. BUT. ARR. TYPE
YIN min T
N 20.5 4
N 20.5 4
N 38.5 3
N 38.5 3
-------------------------------------------------
B
SIGNAL SETTINGS
PH-1 PH-2 PH-3 PH-4
LT X NB LT
TH X TH
RT X RT
PD PD
LT X SB LT
TH X TH
RT X RT
PD PD
CYCLE LENGTH = 120.0
PH-1 PH-2 PH-3 PH-4
X
x
WB
x
x
--------------------------------------------------------------------------
LEVEL OF SERVICE
LANE GRP. VIC GIC DELAY LOS RPP. DELAY APP. LOS
EB L 0.731 0.217 35.9 D 22.0 C
T 0.729 0.217 24.8 C
R 0.597 0.658 5.9 B "
WB L 0.789 0.257 34.5 D 24.0 C
T 0.759 0.267 23.2 C
R 0.287 0.708 3.0 A
NB L 0.811 0.275 34.8 D 26.3 D
R 0.445 0.567 10.0 B
SB L 0.744 0.150 41.3 E 33.6 D
R 0.288 0.383 16.6 C
--------------------------------------------------------------------------
INTERSECTION:
Delay - 24.6 (sec/veh)
VIC .. 1.076
LOS .. C
.;-r.",-~ ',"
1985 HCM: SIGNALIZED INTERSECTIONS
SUMMARY REPORT
~*************************************************************************
.~TERSECTION.. BOYNTON BCH BLVD/I-95
AREA TYPE.....OTHER
ANALYST.......PIV
DATE..........1/16/89
TIME..........PM PEAK 1989
COMMENT.......PEAK SEASON BACKGROUND IMPROVED GEOMETRY
----------------------------------------------------------------
VOLUMES I GEOMETRV
EB WB NB SB . EB we NB SB
.
LT 506 706 730 376 I L 12.0 L 12.0 L 12.0 L 12.0
TH 842 1099 0 0 I L 12.0 L 12.0 L 12.0 L 12.0
RT 583 315 392 150 I T 12.0 T 12.0 R 12.0 R 12.0
RR 0 0 0 0 I T 12.0 T 12.. 12.0 12.0
. T 12.0 T 12.0 12.0 12.0
.
: R 12.0 R 12.0 12.0 12.0
ADJUSTMENT FACTORS
GRADE HV ADJ PKG BUSES PHF PEDS
(,,) (,,) Y/N Nm Nb
EB 0.00 3.00 N 0 0 0.'35 50
WB 0.00 3.00 N 0 0 0.95 50
NB 0.00 3.00 N 0 0 0.'35 50
SB 0.00 3.00 N 0 0 0.'35 50
PED.
V/N
N.
N
N
N
BUT.
min T
20.5
20.5
38.5
38.5
ARR. TYPE
4
4
3
3
--------------------------------------------------------------------------
E:B
SIGNAL SETTINGS CYCLE LENGTH = 120.0
PH-l PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4
LT X NB LT X
TH X TH
RT X RT X
PD PD
LT X SB LT X
TH X TH
RT X RT X
PD PD
WB
--------------------------------------------------------------------------
LEVEL OF SERVICE
LANE GRP. VIC G/C DELAY LOS APP. DELAY APP. LOS
EB L 0.754 0.217 36.6 D 22.8 C
T 0.769 0.217 25.4 D
R 0.619 0.658 7.0 B
WB L 0.854 0.267 37.6 D 26.8 D
T 0.816 0.267 26.5 D
R 0.311 0.708 3.1 A
NB L 0.857 0.275 37.2 D 27.8 D
R 0.483 0.567 10.3 e
SB L 0.809 0.150 44.3 E 36.4 D
R 0.273 0.383 16.5 C
--------------------------------------------------------------------------
INTERSECTION: Delay .. 26.5 (sec/v.h) VIC .. 1.145 LOS .. D
';':-d,,;.', <.,
1985 HCM: SIGNALIZED INTERSECTIONS
SUMMARY REPORT
~*************************************************************************
4TERSECTION..BOYNTON BCH BLVD/I-95
AREA TYPE.....OTHER
ANALYST.......PIV
DATE..........1/16/89
TIME..........PM PEAK 1989
COMMENT.......PEAK SEASON WITH PROJ IMPROVED GEOMETRY
--------------------------------------------------------------------------
VOLUMES : GEOMETRY
EB WB NB SB I EB WB NB SB
LT 520 706 741 376 I L 12.0 L 12.0 L 12.0 L 12.0
TH 849 1106 0 0 : L 12.0 L 12.0 L 12.0 L 12.0
RT 596 315 392 162 : T 12.0 T 12.0 R 12.0 R 12.0
RR 0 0 0 0 I T 12.0 T 12.0 12.0 12.0
T 12.0 T 12.0 12.0 12.0
. R 12.0 R 12.0 12.0 12.0
.
--------------------------------------------------------------------------
ADJUSTMENT FACTORS
GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE
(,,) (,,) Y/N Nm Nb Y/N min T
EB 0.00 3.00 N 0 0 0.95 50 N 20.5 4
WB 0.00 3.00 N 0 0 0.95 50 N 20.5 4
NB 0.00 3.00 N 0 0 0.95 50 N 38.5 3
SB 0.00 3.00 N 0 0 0.95 50 N 38.5 3
--------------------------------------------------------------------------
WB
SIGNAL SETTINGS CYCLE LENGTH = 120.0
PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4
LT X NB LT X
TH X TH
RT X RT X
PD PD
LT X SB LT )(
TH X TH
RT X RT X
PD PD
lOB
--------------------------------------------------------------------------
LEVEL OF SERVICE
LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS
EB L 0.774 0.217 37.4 D 23.1 C
T 0.775 0.217 25.6 D
R 0.632 0.658 7.1 B
WB L 0.854 0.267 37.6 D 26.8 D
T 0.821 0.267 26.7 D
R 0.311 0.708 3.1 A
NB L 0.869 0.275 38.0 D 28.4 D
R 0.483 0.567 10.3 B
SB L 0.809 0.150 44.3 E 36.0 D
R 0.295 0.383 16.7 C
--------------------------------------------------------------------------
INTERSECTION:
Delay = 26.7 (see/veh)
V/C" 1.155
LOS .. D
~\,\&.'; .
- , ~..~---_._---... ._~.... ...-.... . ........,., - -., .~,....-_..~.__..~.---..._----,- '.._~. ..
BOYNTON BCH BLVD/OLD BOYNTON
~..~'.. ........._._~."'-,~__ ...._-..."~..._____-.._~. .~.. ..e._ '" ".'<._,.."
INTERSECft6N~~A[V~ES1l
.~ -. .,- ..... "-,,.. - . -.., _..~............" - - ';-~.~.-=--."-. . .~.~ ,,-~
GREINER ENGINEERING SCIENCES
CRITICAL MOVEMENT ANALYSIS
OLD BOYNTON & BOYNTON EXISTING 1988
DATE AVG AN\lUAL
**********************************
LEVEL OF SERVICE A
SATURATI~51
CRITICAL N/S VOL 149
CRITICAL E/W VOL 726
CRITICAL SUM 875
*************************************
r"
4"
.;4
?.r...,
~p'
\, ~'
"
LANE
NORTHBOUND
MOV WIDTH
LANE GEOMETRY
SOUTHBOUND EASTBOUND
MOV WIDTH MOV WIDTH
WESTBOUND
MOV WI DTH
1
2
3
4
5
6
R. .
L. .
L. .
12.0
12.0
12.0
T. .
T..
T..
L. .
. . . .
12.0
12.0
12.0
12.0
RT.
T..
T..
12.0
12.0
12.0
... .
.. .
NORTHBOUND
TRAFFIC VOLUMES
SOUTHBOUND EASTBOUND
WESTBOUND
LEFT
THRU
RIGHT
o
o
o
277
o
62
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
TRUCKS (X)
3
3
3
3
LOCAL BUSES (I/HR)
o
o
o
o
37
1464
o
o
1325
447
PEAK HOUR FACTOR
.9
.9
.9
.9
PHAS I NG N/S :2. HEAVIEST TURN PROTECTED
E/W : 1 . NEITHER TURN PROTECTED
PEDESTRIAN ACTIVITY : 1 . 0 - 99 (IPEDS/HR)
CYCLE LENGTH . 90 SEC~DS
.
CRITICAL LANE VOLUMES BY MOVEMENT
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
THRU -RIGHT 0 0 614 726
LEFT 0 149 0 0
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
INPUT VOLUME 0 277 37 0
ADJUSTED VOL 0 284 0 0
CAPACITY 149 0 0 112
MOVEMENT OK N/A OK OK