ML20235E513
| ML20235E513 | |
| 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-029, OL-3-A-29, NUDOCS 8709280144 | |
| Download: ML20235E513 (9) | |
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'g7 ggp IDENTIFYING INFORMAT*ON.= = = = = = = = = = = = = = = = = = = = = = = = = = = =
NAME OF THE EAST / WEST STREET.........OLD.COUNTRV' ROAD
, u;v NAME OF THE NOU H/ SOUTH STREET.......ERDADWAY RT/107' AREA. TYPE.............................OTHER PEDESTRIAN WAiKING SPEED.............
C (feet /sec)
NAME OF THE ANALYST..................BG DATE OF THE ANALYSIS.................4/04/S7
'/cee.-):100 TIME PERIOD. ANALYZED..'...............C~'
l' OTHER INFORMATION:
FiIe 206?
20% Evacuation t
TRAFFIC VOLUMES
======_============================e=====
=============,
EB WB NB SB LEFT 117 157 126 480 THRU 656 746 577 440 RIGHT 20'i.
1*4 421 121 RTOR 80 40 80 40 (RTOR vo l ume raus t be less than or ecual to RiGHT turn volumes.)
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==
===u========================================
NUMBER OF LANES FER DIRECTION INCLUDING TURN BAYS:
EASTBOUND = 4 WESTBOUND = 4 NORTHBOUND =
4-SOUTHBOUND = 4 EB WB NB SB l
LANE TYPE WIDTH TYPE WIDTH TYPE WIDTH TYPE WIDTH 1
L
- O.0 L
10.0 L
10.0 L
10.0 2
T 12.0 T
12.0 7
12.0 T
12.0 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 5
12.0 12.0 12.0 12.0 6-
- 2.0 12.0 12.0 12.0 T
- EXCLUSIVE THROUGH LANE EXCLUSIVE LEF LANE L
TR - THROUGH/RIGHT LANE LEF7/THROUGH LANE LT LIFT /RIGHT ONLY LANE R
- EXCLUSIVE RIGHT LANE
'R LTR - _ EFT /THROUGH/RIGHT LANE ADJLSi*ENT FACTORS
_=n=========================================..===_========
GRADE HEAVY VE-!. ADJACENT PKG BUSEE
(%?
(*:)
Y/N (Nrn)
(Nb)
PHF EASTBOUND O.00 2.00 N
O O
O.91 WESTBOUND O.00 2.00 N
O O
O.99 NORTHBOUND O.00 2.00 N
O O
O.99 SOUTHBOUND O.00 2.00 N
O O
O.99 Nrn = n urnb e r of parking maneuvers /br:
Nb = n utn b e r of buses stoppir CONFLICTING PEDS PEDESTRIAN BUTTON (oeds/bour)
(Y/N)
(min T)
ARRIVAL i
EASTBOUND 50 N
30.8 3
WESTBOUND 50 N
30.8 3
NORTHBOUND 50 N
30.S 3.
SOUTHBOUND 50 N
30.8 3
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min T= m i n i rnum green time for pedestrians l
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6 SIGNAL SETTINGS - DESIGN ANALYSIS Pt
=========================================================.========4 ACTUATED LOST TIME / CYCLE
8.0 CYCL E ' LENGTH = 100.0 EAST / WEST PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 EASTBOUND LEFT X
X THRU X
RIGHT X
PEDS X
WESTDOUND LEFT X
X THRU X
l RIGHT X
PEDS X
i l
NORTH / SOUTH PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 NCRTHBOUND i e_ r _i s,,
un s
m THRU X
RIGHT X,
PEDS X
SOUTHBOUND LEFT X
X X
THRU X
X RIGHT X
X PEDS.
X X
EASTBOUND RT X
WESTBOUND RT X
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_ _ - _. - ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _
6 EFFECTIVE GREENS - DESIGN ANALYSIS Page-
=======================================================.
EFFECTIVE GREEN, g EASTBOUND LEFT Pe rrn i t t e d 41.00 Protected 12.00 THRU 41.00 RIGHT P e r rn i t t e d 41.00 Protected
- 12. 00 l
WESTEGUND LEFT l
P e r rn i t t e d 41.00 Protected 12.00 THRU 41.00 RIGHT P e r rn i t t e d 41.00 Pretected 2.0.00 l
l NORTHEOUND l
LEFT Pe rrn i t t e d 47.00 Protetted 12.00 l
THRU 39.00 RIGHT P e rrn i t t e d 39.00 P otected 0.00 SOUTH 3OUNO
, -_=
c-Pe r rn i t t e d 3o.OO Protected 20.00 THRU i
4T.00 RIGHTi P e r rn'i t t e d 47.00 Protected 0.00 k
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VOLUME ADJUSTMENT WCRE: SHEET Pa
==================================================================ge-
==,
i LANE LANE ADJ.
MVT.
ADJ.
LANE GRP.'NG. UTIL.
GROWTH GRP.
PROP FRO!
- VOL, PHF VOL.
GRP.
.VOL. LN FACT.
FACT.
VOL.
LT RT EB l
LT 117- 0.91 144 L
144 1
1.000 1.000 144 1.00 0.0 j TH d56 0.81 810 T
810 2
1.050 1.000 850 0.00
- 0. 0 l RT 20e 0.81 155 A.
155 1
_1.000 1.000 155 0.00 1.0 l
~
WB LT 157 0.99 159 L'
159 1
1.000 1.000 159 1.00
- 0. O' TH 746 0.99 754 T
754 2
1.050 1.000 701 0.00
- 0. O' )
RT 194 0.99
.56 R
156 1
1.000 1.000 156 0. 0,0 1.01 NB LT 22 d.
0.99 228 L
228 1
1.000 1.000 228 1.00' O. O( !
TH 577 O.99 583 T
583 0
1.050 1.000 612 O.00 O. O'. l RT 421 0.99 744 R
744 1
1.000 1.000 844 0.00
- 1. O'. i SB l
LT 480 0.co 4 ':5 L
485 1
1.000 1.000 485 1.00 0.01:
1 7H 449 O.99 454 T
454 2
1.050 1.000 476 0.00 O. OC RT 121 0.09 D2 R
82 1
1.000 1.000 82 0.00
- 1. OC '
1
+ Denotes a Defacto Left Turn Lane Grouo i
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1 1
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1 SATURATION FLOW ADJUSTMENT WORK 5HEET Paec :
samanzzassenssammarammze=======smze==============sumer=======merem
' 1 s
IDEAL ADJ(
SAT.
NO.
f.
f f
f f
f f
f SA7l FLOW-LNS W
HV G
p BB A
EB 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 0.990 1.000 1.000 1.000 1.000 1.000 1.000 25eI I
R 1800 1
1.000 0.090 1.000 1.000 1.000 1.000 0.838 1.000 149 WB L
1800 1
- 0. o30 0. 9 ~eO 1. 000 1.000 1. 000 1.000 1. 000 0. 950 15-T 1800 2
1.000 0.900 1.000 1.000 1.000 1.000 1.000 1.000 35e{
j R
1800 1
1.000 0.990 1.000 1.000 1.000 1.000 0.838 1.000 14cj 1
NB L
1800 1
0.9?O O.990 1.000 1.000 1.000 1.000 1.000 0.950 157 T
1800 2
1.000 0.990 1.000 1.000 1.000 1.000 1.000 1.000 ?56 R
1800 1
1.000 0.990 1.000 1.000 1.000 1.000 0.826, 1.000 14~!
l 5B l
L 1800 1
0.C30 0.990 1.000 1.000 1.000 1.000 1.000 0.950 157-l1 T
1800 2
1.000 0.990 1.000 1.000 1.000 1.000 1.000 1.000 25cM R
1800 1
- 1. 000 0. 990 1. 000 1. 000 1. 000 1. 000 0. 82d. 1. 000 147 1
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TAPACITY ANA YSIS WORKSHEET Page-
se============================================================
ADJ.
ADJ. SAT.
FLOW LANE GROUP FLOW RATE FLOW RATE-RATIO GREEN RATIO CAPACITY v/c' (v)
(s)
(v/s)'
(9/C)
(c)
RATIO EB L ei e r rn.
84 L:, rot.
d.O 1574 0.038 0.100 157 0.382 T
850 35c4 0.239 0.342 1218 0. d.98 l
R 155 1493 0.104 0.442 ddO O.235 WB l
Lterm.
E:9 L tir o t.
TO 3574 0.044 0.100 157 0.442 T
791 35c.4 0. 2".2 0.342 1218
- 0. d.50 R
156 1493 0.104 0.508 759 0.2v5 NB L: e r rn.
160 L:irot.
e.8 1574 0.04?
O.100 157 0.4?2 e.12 35e4 0.172 0.?25 1158 0.528 i
R 344 1472 0.2?4 0. 3".5 478 C
'1 1 9 SE Ltierm.
244 Lprot.
241 1574 0.153 0.167 262 0 918 I 4
T 47 e.
2564 O.134 0.392 1396 O.341 R
92 1472 0.056-0.392 577 0,243
- 0. c.0 0 Cycie Leng;h.
C=
120.0 sec.
Sum (v/s) eritical
=
8.0 sec.
X critical = 0.651 Lest ime et C y c l e -, L
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=
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6 LEVEL-OF-SERVICE WORK 5HEET
==========================r======================================Pa,:
==
DELAY' LANE DELAY LANE LANE DELAY LOL v/c 3C CYCLE d
GROUP d
PROG. GRP.
GRP. EY EV
/
RATIO RATIO LEN.
1 CAP.
2 FACT. DELAY LOS APP.
AP.
_______________.________________________.______j EB 1
L O.382 0.442 120.0 17.1 157 0.8 1.00 17.0 C
21.1 C
T O.693 0.342 12").O 26.0 1218 1.3 0.85 23.1 C
R O.235 0.442 1'.0.0 15.O d.d.O O.0 O.E5 13.5 B
ais i
L O.442 0.442 120.0 17.7 157 1.3 1.00 19.0 C
20.2
'C T
O.d.50 0.342 120.0
'. 5. 4 1218 0.*
O.85 22.3 C
3 R
O.205 0.508 120.0 12.3 759 0.0 0.95 10.5 B
i JB L
O.432 0.492 1'.O.0 15.0 157 1.2 1.00 16.2 C
11.9 C
T O.529 0.325 120.0 25.1 1158 0.4 0.95 21.6 C
R O.719 0.325 120.0 27.1 473 3.6 O.25 16.1 D
SE L
O.918 0.4?2 120.0 21.5 262 24.6 1.00 4d. 1 E
30.2 D
T O.341 0.392 120.0 19.5 I?96 0.1 0.85 16.6 C
R O.143 O.192 120.0 17.9 Si'7 0.0 0.85 15.2 C
Ir. ersection Deity =
23.2 (sec/ven)
Intersection LOS = C 1
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