ML20235E582
| ML20235E582 | |
| Person / Time | |
|---|---|
| Site: | Shoreham File:Long Island Lighting Company icon.png |
| Issue date: | 07/23/1987 |
| From: | AFFILIATION NOT ASSIGNED |
| To: | |
| References | |
| OL-3-A-034, OL-3-A-34, NUDOCS 8709280183 | |
| Download: ML20235E582 (9) | |
Text
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NL'M2ER OF L ANES PER DIRECTION INCLUDING TURN BAYS:
s
. EASTBOUND = ?
WESTDOUND = 0 NORTHBOUND = 2 SOUTW20UND = 3 ED WB NB 33 LANE TYPE WIDTH TYPE WIDTH TYPE WIDTH TYPE WIDTH d
1 LT 10.0 12.0
'T 11.0 L
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10.0 1..O ik 2.,.>
T 11.0 k
3 TR 11.0 12.0 12.0 T
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- EXCLUSIVE THROUGH LANE
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n u m tie r of buses stopping /hr number :. f oarking mineuvers/hr; Nb t/m
i CONFLICTING PED 5 PEDESTR'AN EUTTON (oeds/ hour >
(Y/N)
(min T)
ARRIVAL TYPE 1
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NORTHBCLND 50 N
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NORTHDOUND LET~
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VOLUME ADJUSTMENT WOFKEHEET Page-5
==========================================================
LANE LANE' ADJ.
MVT.
AD).
LANE GRP. NO. UTIL.
GROWTH G R P.,, PROP FROF VOL.
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~
VOL.
GRP.
VOL. LN FACT.
FACT.
VOL.
LT RT p_ _.
LT 281' O.T5 3T5
.+ L 375 1
1.000 1.000 375 1.00 O.OC TH 453 0.75 604 TR 780 2
1.050 1.000 819 0.00 0.22 Vr 172 n.-;
1.000 WD LT O
O.o0 1.000 TH O
O.90 1.000 RT O
O.00 1.000 N?
LT O
O.oo 1.000 TH 723 0.90 909 TR 1006 2
1.050 1.000 105d.
0.00
- 0. 2<
RT 217 O.30 1.000 c a.c LT 586 0. * ':
592 L
592 1
1.000 1.000 502 1.00
- 0. O' TH 500 0.oo oOe r
908 2
1.050 1.000 848 0.00
- 0. O' i
RT O
O.ec 1.000 Denotes a Defacto Left Turn Lane Grouc
+
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3ATURAT*0N FLOW ADJL'5TMENT WORK 5HEET Page-s
======-=======-============================================
l IDEAL AD;.
1 SAT.
NO.
f
'f f
f f
f f
f EAT.
I FLOW LN3 W
HV G
p BB A
RT LT FLOW r.o L
1800 1
0.930 0.990 1.000 1.000 1.000 1.000 1.OCC 1.000 1 <! 57 TR 1800 2
0.950 0.990 1.000 1.000 1.000 1.000 0.9.
1.000 2253 WB ND TR 1800 2
0.955 0.990 1.000 1.000 1.000 1.000 0.966 1.000 ?391 SE L
1800 1
0.970 0.990 1.000 1.000 1.000 1.000 1.000 0.950 1642 7
1900 2
0.o?5 0.990 1.000 1.000 1.000 1.000 1.000 1.000 7511 1
I
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1 1
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4 i
l CAPACITY ANALVEIS WO:KEHEET Page-T
=========================================================
I A D.'.
ADJ. SAT.
FLOW LANE GROUP 1
FLOW RATE FLOW %: ATE RATIO GREEN PATIO CARACIT,Y v/c (v)
(s)
(v/s)
(9 C)
(c)
RATIO
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m,ec_.
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TR elo 325J O.CSC O.313 1019 0.804 +
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. 4 w0 TR 105d.
3391 0.312 0.301 1021 1.034
+
GB
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1,.
m Lprot.
460 164^
A.286 0.277 455 1.032 +
7 pa;::
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g>. a n. o e-Cv:ie L=ngth. C =
92.0 sec.
Eum (v/s) critical 0.940
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LEVE:_-0F-EE.VI CE WO:KEr-1E 7 I
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DELAY LANE DELAY LANE LANE. DELAY LOS v/c q/C CYCLE o
GROUP c
%M. GRP.
GRP. 5-:Y.
BY
'1 RATIO RATIC LEN.
1 CAP.
2 FACT. DELAY LOS APP.
APP.
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- 1. C 34 0.301 G3.0 2 2..t 1021 20.7 o,95 45.1 E
45.1 E
f SD 1^.032 C o3.0 13.9
.155 41.4 1.00 55.3 E
26.3 D
O.40 vl.573 L
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