ML20235E835
| ML20235E835 | |
| 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-049, OL-3-A-49, NUDOCS 8709280290 | |
| Download: ML20235E835 (8) | |
Text
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- SIGNALIZED INTER 5ECT:ONS-USNRC-
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....................+.a.....+.+.................... i.+......;.
i 87 SEP 17. Pi2:17 IDENTIFYING'!NFORMATION
====================================================================.
CF E F
NAME OF-THE EAST / WEST STREET.........OLD COUsTRY ROAD NAME CF THE.NOPTH/ECUTH STREET....... BROADWAY RT 107
-]
AREA TYOE.,..........................OTHER 1'i PEDESTR:AN WALKING SPEED.............
O (feet /sec)
(
i 0
NAME 01: THE ANALYST..................BG
{
DATE OF THE ANALYSIS................
4/24/87 l
TIME PERIOD ANALYZED................. 1600-1900 OTHER IN~ORMATION:
.r i!o 2063 9M Evacuation T AFFIC VOLUMES
=========-================.=-:=================_=========_=u========__
EB WB NB SB lei T COO 132 C;4 5 15 mRU 1;3o 971 552 747 R : G:-iT
'35 d.
211 441 195 RTOR 80 40 SO'
-40
'PTOR volume must ti o less than or'ecual to RIGHT turn volumes.)
i 1
NUCLEAR RtGtRATORY C00mish0E Dechet k 60.Sh-OL4 Otrsief tah. Na cb i m..n.r.f 3 % A b b h M i itsif totNilflED Applicant
/
RECElVED
/
4 k
intervenor RIJECTED Co.,t's Off'r M M -k~\\
8709280290 870729 y
g,,,,,,,,,
out PDR ADOCK 05000322
,o PDR omer wi,:m x
M4/ A d%^5 Reporter M
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s Pagt INTER 5ECTICN GEOMETRY o
================================================================:===t NUMBER OF LANES FER DIFECTION INCLUDING TURN BAYS:
EASTBOUND = 4 WESTBOUND = 4 NORTHBOUND = 4 SOUTHBOUND = 4 EB WB NB
(
5B LANE TY~E WIDTH TPE WIDTH TYPE W*DTF TYPE WIDTH 1
L 10.0 L
10.0 L
10.0 L
10.0 2
T 12.0 T
12.0 T
12.0 T
- 12. r>
3 T
12.0 T
12.0 T
12.0 T
12.0 4
R 12.0 R
12.0 R-12.0 R
12.0 1 e. c.i 1
.,3 1,.o 14.n.
4 4*
. -. (.)
. -. ()
. ~~.. (.)
4 "'
r.,
- i..~'. (.1 EXCLUSIVE THROUGH~ LANE
- E)(CLLEIVE LEFT L ANE T
LT
- LECT /THROUGH LANE TR - THPOUGH/RIGHT LANE LR
- LECT /:*GHT ONLY LANE R
- EXCLUSIVE RIGHT LANE LTR - :_ EFT /~HROUGH/ RIGH" L ANE ADJUSTMENT FACTORS
==_=========================_,===================u==================:
GRADE HEAVY VEH. ADJACENT PKG BUSES
(%)
( )
Y/N (Nm)
(Nb)
PHF EAZT20UND O.00 2.00 N
O O
O.Sd WESTBOUND O.00 2.00 N
O O
O.99 NORTHBOL'ND O.00 2.00 N
O O
O.99 SOUTHBOUND O.00 2.00 N
O O
O.99 Nm = number of parking maneuvers /hr:
Nb = number of buses stopping.
CONFLICTING PEDS PEDESTRIAN BUTTON (peds / hour)
(Y/N)
(min T)-
ARRIVAL T' EASTBOUND 50 N
30.8 3
WESTBOUND 50 N.
30.8 3
NORTkBOUND 50 N
30.8 3
SOUTHBOUND 50 N
30.8 3
minimum green time for pedestrians.
min T
=
t l
I SIGNAL SETTINGS - DESIGN \\ ANALYSIS Page-
=====================================================================.
ACTUATED LOST TIME / CYCLE 8.0 CYCLE LENGTH = I20.0
=
EAST AuEST cFASING O
.L..------
PHASE-1 PHASE-2 PHAEE-3 PHASE-4 EAS'FOUND
,e.-
v<
v n
THRU X
RIGHT X
W e P D *s*
V
\\'
l-eC e,
1~
1 l
WESTBOUND i
LECT X.
THRU X
RIGHT X
PED 5 X
NORTHBOUND FT SOUTHBOUND RT NORTH /EOUTH PHASING C'HASE-1 PHASE-2 PHASE-3 PHASE-4 NOR7i:B.M.,N D t!
k1
,c=.
v.
v, i
f
,(
THRU X
]
F... :-,
1 p c.r.a i
v
- a i,
1 -
l, SOUTHEOL'ND I
l 4
L w= ;< ' *1r
("\\
"4
'i
,4
(
l l
THRU X-X
]
l RIGnT X
X pe.e aer J n
a u
/\\
EASTBOUND PT X
WESTBOUND RT X
]
2 l
.i.I i-s j
e 1
il i
e 1
i i
i l
l h
I E
l l
l J
___a--__-
-w s
s EFFECTIVE GREEN 5 - DESIGN ANALYSIS Page-e
=====================================================================:
EFFECTIVE GREEN. 9
,l EASTSOUND LEFT P e r rn i t t e d 47.00 Protected 9.00 7HRU-47.00 RIGHT P e r rn i. t e d 47.00 Protected 7.00 4
WESTBOUND LEFT Pe r rn i t t e d 47.00 Protected 9.00 THRU 47.00 RIGHT Pe rrn i t t e d 47.00 Protetted 2.0.00 NORTHEOUND
, :c-P e r rn s t t e :
49.00 f
C'r o t e c t e d.
7.00 THRb 36.00 FI Gi-lT Parmi: ec Od. 00 Prote::ec O.00 50UTrDOUta EFT Permitted 36.00 Frotected 20.00 THRU 49.00 RIGHT Permitted 49.00
)
Protected 0.00 I
4 0
9 9
o VOLUME ADJUSTTENT WORKSHEET Page-!
=========================================================
LANE LANE ADJ.
MV".
ADJ.
LANE GRP. NO. UTIL.
GROWTH GRP.
PROP PRC4 VOL.
~HF VOL.
GRP.
VOL. LN FACT.
FACT.
VOL.
LT RT EB LT 203 0.16 2?d.
L
~.3 6 1
1.000 1.000 236 1.00 O. Ca TH 1136 0.86 1321
.T 1321 2
1.050 1.000 1387 0.00
- 0. O' RT 356 0.56 321 R
321 1
1.000 1.000 321 0.00 1.0 WB LT '102 0.09 123 L
133 1
1.000 1.000 133 1.00
- 0. 0-TH 971 0.99 981 T
981 2
1.050 1.000 1030 0.00
- 0. 0-RT 211 0.o9 173 R
173 1
1.000 1.000 173 0.00 1.O
NB LT 224 0.99 2". 6 L
226 1
1.000 1.000 226 1.00 0.O
TH 552 0.99 558 T
558 2
1.050 1.000 585 0.00
- 0. O' RT 441 0.99 364 R
364 1
1.000 1.000 364 0.00
- 1. Or-cr s.=
LT 545 0.oo 551 L
551 1
1.000 1.000 551 1.00 0.O',
TH 747 O.99 755 T
755 2
1.050 l'.000-792 O.00 O. Oc F.T 195 0.99 157 R
157 1
1.000 1.000 157 0.00
- 1. O'
+ Denotes a Defacto Lef: Turr. Lane Grouo i
i 1
3 e
1 i
SATUR.AT ;N r JW AEJ'.l5 MENT WCRK5HEET Fagei
====================================================================='
IDEAL ADJ>
SAT.
NO.
f f
'f f
f f
f
'C SAi!
FLOW LN5 W
HV G
to EG A
RT LT FLO;
- .,0 i
L 1800 1
0.920 0.o90 1.000 1.000'1.000 1.000 1.000 0.050'157l T
1800 2
1.000 0.990 1.000 1.000 1.000 1.000 1.000 1.000 356l R
18C0 1
1.000 O.o90 1.000 1.000 1.000 1.000 0.838 1.000 149, I
I WE:
L 1800 1
0.930 0.900 1.000 1.000 1.000 1.000 1.000 0.oSO 157 i 1
T 1800 2
1.000 0.900 1.000 1.000 1.000 1.000 1.000 1.000 25cj R
1500 1
- 1. COO O.990 1.000 1.000 1.000 1.000 0.838 1.000 149IJ 1
1 1
NE:
L 1800 1
0,o30 0.o90 1.000 1.000 1.000 1.000 1.000 0.950 157!
T 1800 T
1.000 0.990 1.000 1.000 1.000 1.000 1.000 1.OOO 35ci R
1800 1
1.000 0.990 1.000 1.000 '1.000 1.000 0.626 1.000 147l J
S E:
L 1800 1
0.930 0.990 1.000 1.000 1.000 1.000 1.000 0.950 157 T
1900 2
1.000 0.990 1.000 1.000 1.000 1.000 1.000 1.000 35di R
1E00 1
1.000 0.990 1.000 1.000 1.000 1.000 0.80s 1.000 14?I :
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CAPACITY ANALY515 WORKS"EET Page-
===================::=====================================
ADJ.
ADJ. SAT.
FLO4 LANE GROUP FLOW RATE FLOW RATE RATIO GREEN RATIO CAPACITY v/c (v)
(s)
(v/s)
(9/C)
(c)
RATIO EB 1..
Lperm.
Lprot.
90 1574 0.063 0.075 118 0.836-+
T 1387 3564 0.?89 0.391 1396 0.994 R
321 1493 0.215 0.450 672 0.478 WB Lt.erm.
45 Lprot.
33 1574 0.056 0.075 118 0.749 T
1030 3564 0.289
- 0..::92 1906 0.738 R
173 1493 0.116 0.55?
834 0.208 NB Lperm.
163 L t. r o t.
58 1574 0.037 0.058 92 0.637 T
585 35c4 O.le4 0.?OO 1069 0.548 -'
- n..
w4 4 4,, -
- n.. 4:::
- n.. t e.,n.
,4 4 e.-
- o.. :: w.,
EB Lterm.
270 Ltret.
280 1574 O.178 O.167 262 1.069
- T 792 3564 0.222 0.408 1453 0. 5 4-t i
R 157 1472 0.107 0.403 601 0.261 i
0.794 Cvc!e Length.
C=
120.0 sec.
Sum (v/s) criticat
=
Lott Time P e,- Cyc1e.
L=
8.0 sec.
)( critical = 0.851 i
'h i
i 1
1 i
6
CAPACITY ANALY5:5 WORK $WEET Page-
===================-=====================================
ADJ.
ADJ. SAT.
FLO4 LANE GROUP FLOW RATE FLOW RATE RATIO GREEN RATIO CAPACITY v/c (v)
(s)
(v/s)
(9 /C)
(c)
RATIO
- L_-
1 *. *'P Lperm.
Lprot.
99 1574 0.063 0.075 118 0.836 +
T 1857 3564 0.98o 0.392 13*6 0.994
+
R 321
- 493 0.215 0.450 672 0.478 WE:
Leerm.
45 Lorot.
SG 1574 0.056 0.075 118 0.74*
c
7 *:::
~ oee o ~' o '~
l'5:
h' >. 2hh:
- f fn
$53 54 T
A 5:
h' ((h h. he.h h
R 1
NE:
Lperm.
163 L.o r o t.
53 1574 0.037 0.058 92 0.637 T
585 3564 0.1c4 0 ?OO 1069 0.548 -
p
. s. 4
- 4. a...*.
- n... 4;::
- n...e.,.,n.
~4e
- o.. ::..
e.,
EB Leerm.
270 Loret.
280 1574 O.178 O.167 262 1.069 +
T 792 3564 0.222 0.408 1455 0.544 R
157 1472 0.107 0.408 601 0.261 Ov !e L e r. g t r..
C=
- 20.0 sec.
Sum (v/s) critica 0.79-1
=
L r. t
- T me P e c-Ovcle. L=
8.0 sec.
)'
critical 0.851
=
l l
i
)
- 9 LEVEL-OF-5ERVICE WORKSHEET Page-
=====================================================================.
DELAY LANE DCLAY LANE LANE DELAY LOS v/c g/C CYCLE d
GROUP d
PROG. GRP.
GRP. EY BY RATIO RATIO LEN.
1 CAP.
2 FACT. DELAY LOS APP.
APP.
EE L
O.836-0.467 120.0 21.1 118 25.5 1 00 46.8 E
35.4 D.
T O.994 0.392 1.'O.O 27.6 1396 17.2 0.85 38.1 D
R O.479 0.450 120.0 17.6 d.7 2 0.4 0.85 15.3 C
WB L
O.749 0.467 120.0 19.o 118 15.0 1.00 34.9 D
21.1 C
T O.738'O.?*
120.0 20.7 1396 1.5 0.85 21.4 C
R O.208 0.558 120.0 10.1 834 0.0 0.85 8.6 B
NS L
O.637 0.467 120.0 18.5 92 9.1 1.00 27.5 D
26.8
.D T
O.548 O.300 1' 0.0 26.7 1069 0.5 0.85 23.1 C
2 R
O.825 0.300 110.0 29.7 442 S.4 0.85 32.4 D
SS L
1.06o 0.4:7 120.0 25.9 262 65.8 1.00 91.7
.F 44.6 E
T O.54.4 0. 4 0.B 120.0 20.5 1455 0.3 0.85 17.7.
C P
O.221 0.a08 120.0 17.9 601 0.1 0.85 15.2 C
Intersection Delav
?;.8 (sec/veh)
Intersection LOS = D
=
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1 j
1 i
l l
l l
I I
1 I
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