ML20235E830
| ML20235E830 | |
| Person / Time | |
|---|---|
| Site: | Shoreham File:Long Island Lighting Company icon.png |
| Issue date: | 07/29/1987 |
| From: | AFFILIATION NOT ASSIGNED |
| To: | |
| References | |
| OL-3-A-048, OL-3-A-48, NUDOCS 8709280288 | |
| Download: ML20235E830 (8) | |
Text
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1985 HCM: SIGNALIZED INTERSECTIONS Page-1
.......+.................4...+.++++++++.44.++u..++++.+++++.....l
'87 SEP 17 Pl2 :16 IDENTIFYING INFORMATION
=====
======-==============================================J! :
CCCn es -
NAME OF THE EAST / WEST STREET.........OLD COUNTRY ROAD NAME OF THE NORTH / SOUTH STREET....... BROADWAY.RT 107 AREA TYPE............................OTHER PEDESTRIAN WALKING SFEED.............
.O (feet /sec)
NAME OF THE ANALYST..................BG DATE OF THE ANALYSIS................
4/24/87 y
TIME PERIOD ANALYZED................
13OO-1600 OTHER INFORMATION:
Fi1e 1063 30% c.vacuation TPAFFIC VOLUMES
~
==========================================================
i EB WB NB SB LEFT 162 148 220 506 T '-R U oO4 82e.
553 562 RIGHT 283 200 438 149 ETOR 80 40 80 40 (RT0R volume must te less than o t-equal to RIGHT turn volumes.)-
MUCLEAR REGULATORY COMlW0h O^
3'ottiewffg.
- () ML-Ob o*i "* {3 Re gg rJn,, J la the mattet of
'/
IDENTiftED StaN g
/
RECEIVED __
g g
RE!ECTED _
8709280288 870729
- wuno, PDR ADOCK 05000322
'~l E% d ]
Q PDR Etat's Olh DATE -
Cantractor _
.__ Witness _
uther W
W't
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INTERSECTION GECMETRY Page-2' l
==========================================================
NUMEER OF LANES FER DIRECTION INCLLID!NG TLRN BAY 5:
EASTBOUND = 4 WEST 20UND = 4 NORTHDOUND = 4 SOUTHBOUND = 4 EB WB NB SB LANE TYPE WIDTH TYFE WIDTH TYPE WIDTH TYPE WIDTH 1
L 10.0 L
10.0 L
10.0 L
10.0 1
2 T
12.0 T
12.0 T
12.0 T
12.0 3
T 12.0 T
12.O T
12.0 T
12.0 4
R 12.0 R
12.0 R
12.0 R
12.0 5
12.0 12.0
.12.O 12.0 4-l 6
12.0 12.0 12.0 12.0 L
- EMCLUSIVE LECT LANE T
- EXCLUSIVE THROUGH LANE LT
- LE'T/THROUGH LANE TR - THROUGH/RIGHT LANE
..1 EXCLUSIVE RIGHT LANE LR
- LEFT/RIGHT ONLY LANE R
LTR - LEFT/THROUGH/RIGHT LANE t
i 1
AOJUSTMENT CACTORS
==================
============t=======,
.==============
GFAn:
- -WAVY VEH. ADJACENT FKG BUCiB
( *: )
(%)
Y/N
( Nrn )
(Nb)
PHF' EA5'50UND O 00 2.00 N
O O
O.7)
WESTBOUND O.00 2.00 N
O O
O. !'9 NCRTH20UND O.00 2.00 N
O O
O 99 50VTH3CUND O.00,
2.00 N
O O
r.99
)
a n urnb e r of buses stopping /hr Nrn = n urn b e r of o a r k i reg inar:e uv e r s / h r :
Nb =
I-CONFLICTING PEDS PEDESTRIAN BUTTON h
(peds / hour)
(Y/N)
( rn i n T )
ARRIVAL TYPE EASTBOUND 50 N
30.8 3
WEST 20UND 50 N
30.8 3
NORTHBOUND 50 N
?O.8 3
SOUTHBOUND 50 N
30.8 3
'i rn i n ' rnurn green t i rne for pedes rians rn i n T
=
.j
d s
1 1
(
f r
oC3e-3
{
SIGNAL EETTINGS - DEE*GN ANALYSIS 1
===================================
100.0 q
LCST TIME / CYCLE =
8.0 CVCLE LENGTH
=
r ACTUATED 6
EAST /WE9 FHASING PHASE-1 PHASE-2 PHASE-?
PHA5E-4 i
f EASTBOUND
\\/
%/
/\\
e ((9
/\\
wi X
THEU i
X 4
t RIGHT l
si
/\\
i F. - ri m( L} 3 1
WESTSOUND u, \\
u LEr>
,\\
X THRU o
, '- u I
)D fi X
PEDS NORTHSOLlND FT EOUTHEOUND RT p u.. r e. u...,m s
y, n p-r.-u. c n_ i_rt u..
PHASE-1 oHASE-Z PHASE-3 PHASE-4 NOrTLBCUNO
., s.
, e.. r -
4,/
fg
- M.7,.* i }
I v
s, c, t r u. I l
ft i.4 L
X FEDS l
50UTHECUND
')
u, s u,,
u Lrev n
X X
l THRU X
X FIGHT u
u f\\
fr h
cccc me EASTBOUND RT X
WESTBOUND RT X
l l
4 1
EFFECTIVE GREEN 5 - DESIGN ANALYSIS Pa3e-4
==========================================================
EFFECTIVE GREEN, 3 i
EASTBOUND
' EFT I
Permitted 42.00 l
Protected 12.00 THRU 44.00 l
RIGHT Fer nitted 44.00 Protected 12.00 I
l WESTBOUND LECT Permitted 44.00 Pretected-10.00 THRU 42.00 RIGHT P e r'n i t t e d 42.00 l
Protectec 20.00 NORTHBOUND i c r v, Permitted 46.00 Protectad 12.00 THRU 38.00 RIGHT Permitted 38.00 Protected 0.00 50UTHBOUND LEFT oerm' tied 98.00 20.00 Protected THRU 46.00 RIGHT Permitted 46.00 i
erotected 0.00 i
e
B
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VOLUME /tDJUSTMENT WC KSHEET Page_5
;:=========================================================
LANE LANE ADJ.
l MVT.
ADJ.
LANE GRP. NO. UTIL.
GRGWTH GRP.
PROP FROF !
VOL.
PHF VOL.
GRP.
VOL. LN FACT.
FACT.
V0L LT RT t
EO LT 16.:.
0.79
.~. 0 5 L
205 1
1.000 1.000 205 1.00 0.0( l TH 904 0.79 1142 r
'1144 2
1.050 1.000 1202 0.00
- 0. 0( '
RT 203 0.7'O 257 R
257 1
1.000 1.000 257 0.00 1.0(
WB LT 148 0.9?
145 L
149 1
1.000 1.000 149 1.00 0. 0(.
TH 8T.6 0.09 834 T
834 2
1.050 1.000 876 0.00
- 0. 0(
i RT 200 0.99 le2 R
162 1
1.000 1.000 162 0.00 1.0( '
l l
NB l
1
(
LT 223 0.99 2.~. 5 L
225 1
1 000 1.000 225 1.00
- 0. 0( l
)
l TH 55?
0.99 55?
T 559 2
1.050 1.000 587 0.00
- 0. 0(
l RT 433 0.39 161 R
361 1
1.000 1.000 361 0.00< 1.0( 1
)
i SB LT 50> -
6.<C 51t L
511 1
1.000 1.000 511 1.00 0.0(
T ',
562 0.co
- 6
- .
T 56?
2 1.050 1.000 596 0.00
- 0. 0(
l RT 149 0.co
.11 R
111 1
1.000 1.000 111 0.00 1.or
- Denotes a Defacto Left Turn Lane Grouc l
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l F
L l
SATURATION FLOW AD.'USTMENT WORKSHEET Page -
==========================================-:===============
1 1
ADJ.I IDEAL i
NO.
f f
f f-f f
f f
FLOW LN5 W
HV G
o EB A
RT*
LT FLOb 1
--.\\
- c. c.
L 1800 1
0.930 0.990 1.000 1.000 1.000 1.000 1.000 0.950 157e T
1900 2
1.000 0.990'1.000 1.000 1.000 1.000 1.000 1.000 356e R
1800 1
1.000 0.990 1.000 1.000 1.000 1.000 0.838 1.000 1490-WB L
1500 i
C.930 0.990.1.000 '1.000-1.000 1.000 1.000 0.950 157-T 1800 2
1.000 0.900 1.000 1.000 1.000 1.000 1.000 1.000 356-R 1800 1
1.000 0.990 1'.000 1.000 1.000 1.000 0.838 1.000 1497 1
N3 L
1800 1
0.930 0.990 1.000 1.000 1.000 1.000 1.000 0.950 157 T
1800 2
1.000 O.9PO 1.000 1.000 1.000 1.000 1.000 1.000 356 R
1.:.00 t
1.000 O.o90 1.000'l.000 1.000 1.000 O.826 1.000 147,
l 53 l
L 1500 1
0.C30 0.*90 1.000 1.000 1.000 1.000 1.000 0.950 157 l
T 1?On 1.000 O.9PO 1.000 1.000 1.000 1.000 1.000.1.000 356-F.
1800 1.XO 0.990 1.000 1.000 1.000 1.000 0.826 1.000 147:
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.f CAPACITY ANALYSIS WORKSHEET
-Page-7 !
t
u=============u===========================.-=======================
1 l
ADJ.
ADJ. SAT.
FLOW' LM.E GROUP FLOW RATE FLOW RATE RATIO GREEN RATIO CAPACITY v/c (v)
( s )'
(v/s)
(9/C)
(c),
RATIO i
- -.c.
L c. e r rn.
114 Lprot.
91 1574 0.058 0.100, 157 0.577 +
T 1202 3564 0.?37 0.367 1307 0.919 +
R 257 1493 0.172 0.4or e97' O.369 I'
WB L o e r ra.
62 Lprot.
87 1574 O.055 O.083 131
. O. d.d.5 T
876 3564 0.246 O.350 1247 0.702 R
162 1493 0.108 0.517 772 0.210 r-MD L p e r rn.
151 Lprot.
74 1574 0.0 17 0.100 157 0.473 j
7 587 2564 0. i d.5 0.317 1129 0.520
- R 3e1 1472 0.245 0.317 4dd.
0.775
{
.n., e a
i
- _ : e r rn.
158 1
Lerot.
254 1574 0. i d.1 0.167 262 0.966 *
{
._..'.o'~
v*. l e*.?,
<*g..:d*.:.
i.g..=o 0,.g
- e..,
5
<*. ;lT 4
.*,S l
- f,*
3.*:. *p o l
R 131 1472 0.075 0.383 564 0.196 l
l 3
0.720 1 _. u..O sec.
Surn (v/s) critical
.ycie Length,. =
=
(
i 0.777.
8.0 sec.
>( critical l
L:st Time Per Cycie. L
=
=
I 1
i 1
I
)
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e LEVEL-00-EE:?V OE WORK 5HEET Page-3
==========================================================
DELAY LANE DELAY LANE LANE DELAY LCS v/c g/C-CYCLE d
GROUP d
PROG. GRP.
GRP. BY BY-RAT!0 RATIO LEN.
1 CAP.
2 FACT. DELAY LOS APP.
- APP, CE.!
m.:.. e D.
L n.".i n.
4",o.
1..0..n.
t o. e'.
.s..~<
o... v
- 1. n. o.
- e.o r
_e T
0.'>19 0. 0d.7 120.0 2.7. :.
1307 7.7 0.85 30.0 D
R O.?d.o 0.467 120.0 15.7 d.07 0.2 0.85 13.5 B
1 WB L
0.S.d5 0.450 120.0 19.7
.131 8.0 1.00 27.7 D
21.7 C
-... o r
,J.n.
_ r... c-
- 1.. 4 ~.
.1. o rJ. o "..
e 1_-
a w.
T n... '. n. ' o...... c)
.~
R 0.210 0.517 120.0 11.9 772 0 l0 0.85 10.2 B
j 1
d NB 1
i L
0.473 0.493 12.0.0 15.8 157 1.7 1.00 17.5 C
23.2 C
j j
. 1. "' o..
- n. 4
- o.. o. 9
+?.n.
C T
0... O o..."..1 r 1
O-. o.
"..."..i p.
- n.. -,, w.,
1.
n..n.
._e.,
a :,,;
e. e.
- a...o..c
.e. p..r n_
i
~
c, _t.
o.
.;.,d 1
an
..; c..
8..-'.<. 0-
._ ;. -.e
,4 4
n. :,.,;.,:... o. 4 :.. o..
4. n.. n..
.....e.
2 T
- 0. 4 3d. 0. 38? 120.0 20.8 1 3 d d.
0.1 0.85 17.3 C
R 0. t o ;.
e,. 3 o -. 0.0 19.7 564 0.0 0.85 1 ::. 0 C
z 22.4 (sec/veh)
Ir ersection Los = D Int:rsection Detav
=
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