ML20235E561
| ML20235E561 | |
| 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-032, OL-3-A-32, NUDOCS 8709280170 | |
| Download: ML20235E561 (9) | |
Text
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- .*************+***************d5I 1985 HCM: SIGNALIZED INTE ' SECTIONS Page-IDENTIFYING INFORMATION
'87 $[p
= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =
=================o rr,..
NAME OF THE EAST / WEST STREET.........EB LIE; SERVICE ROAD NAME OF THE NORTH / SOUTH STREET.......WILLIS AVE AREA TYPE............................OTHER PEDESTRIAN WALKING SPEED.............
O (feet /sec)
NAME OF THE ANALYST..................BG DATE OF THE ANALYSIS.........e...... 4/23/S7
~
TIME PERIOD ANALYZED................. 0700-1000 OTHER INFORMATION:
FiIe 5023 30% Evacuation TRAFFIC VOLUMES
=========================================================
EB WB NB SB LEFT 222 O
O 650 THRU 358 0
764 668
~
RIGHT 136 0
228 0
RTOR 40 0
40 O
(RTOR volume must be less than or equal to RIGHT turn volumes.)
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. INTERSECTION' GEOMETRY Page-
=====================e===================================
NUMBER OF LANES PER DIRECTION INCLUDING TURN BAYu:
EASTBOUND = 3 WESTBOUND = 0 NORTHBOUND = 2 90UTHBOUND = 3 ee EB WB NB SB LANE TYPE WIDTH TYPE WIDTH TYPE WIDTH TYPF IJTMTH
.a 1
LT 10.0 12.0 T
11.0 L
11.0 2
T 10.0 12.0 TR 12.0 11.0 :j '
3 TR 11.0 12.0 12.0 T
12.0 4
12.0 12.O' 12.0 12.0 5
12.0 12.0 12.0 12.0 6
12.0 12.0 12.0 12.0
' EXCLUSIVE THROUGH LANE L
- EXCLUSIVE LEFT LANE T ' -
LT
- LEFT/THROUGH LANE TR.-lTHROUGH/RIGHT LANE LR
- LEFT/RIGHT ONLY LANE R
- EXCLUSIVE RIGHT LANE LTR - LEFT/THROUGH/RIGHT LANE ADJUSTMENT FACTORS
====================================================================.
GRADE HEAVY VEH. ADJACENT PKG BUSES
(%)
(%)
Y/N (Nm)
(Nb)
PHF EASTBOUND O.00 2.00 N
O O
O.66 WESTBOUND.
0.00 0.00 N
O O
O.90 NORTHBOUND O.00 2.00 N.
O O
O.80 SOUTHBOUND O.00 2.00 N
O O
O.99 number of buses stopping /c Nm = number of parking maneuvers /hr; Nb
=
CONFLICTING PEDS PEDESTRIAN BUTTON (peds / hour)
(Y/N)
(min T)
ARRIVAL TY:
EASTBOUND 50 N
22.0 3
WESTDOUND 50 N
22.0 3
NORTHBOUND 50 N
13.O 3
SOUTHBOUND 50 N
13.O 3
min T = minimum green time for pedestrians j
SIGNAL SETTINGS - DESIGN ANALYSIS
~
Page-
===================================================================e ACTUATED LOST TIME / CYCLE
8.0 CYCLE LENGTH =
85.0 EAST / WEST PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 EASTBOUND LEFT X
THRU X
RIGHT X
PEDS X
WESTBOUND LEFT X
THRU X
RIGHT X
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PEDS X
NORTHBOUND RT SOUTHBOUND RT NORT>H/ SOUTH PHASING PHASE-1 PHASE-2 PHASE-3 PHASE-4 NORTHBOUND LEFT X
THRU X
RIGHT X
PEDS X
SOUTHBOUND LEFT X
X THRU X
X RIGHT X
X PEDS X
EFFECTIVE GREENS'- DESIGN ANALYSIS Page-
=====u=============u================================================:
EFFECTIVE. GREEN, s EASTBOUND I
LEFT Permitted 31.00 j
Protected 0.00.
THRU-31.00
..i RIGHT i
Permitted R31.OO Protected 0.00 WESTBOUND LEFT' Permitted 5.00:
Protected 5.00 1THRU 5.00
'RIGHT q
Permitted 5.00 j
' Protected 5.00
,,)
NORTHBOUND LEFT Permitted 5.00 1
Protected 0.00 THRU 31.00 RIGHT Permitted 31.00 Protected 0.00
.i 1
SOUTHBOUND l
l l
LEFT Permitted 31.00 Protected 15.00 THRU 46.00' RIGHT Permitted 5.00 Protected HO.OO i
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'Page-VOLUME ADJUSTMENT WORKSHEET
====================================================================,
LANE LANE ADJ.
- MVT, ADJ.-
LANE GRP. NO. UTIL.
GROWTH' GRP.. PROP' PR(j VOL.
PHF VOL.
GRP.
VOL. LN-FACT.
FACT.
VOL.
LT R"f l L
EB
(
LT ~222 0.66 336-
- L 336
-1 1.000 1.000 336 1.00. O. r.
'TH 358 0.66 542 TR 687 2
1.050
-1.000-
'722 0.00 O.C.
1.000 RT 136- 0.66 i
WB 4
1.000 1
LT O
O.90 1.000 TH O
O.90 1.000 RT O
O.90 i
NB 1.000 j
LT O
.O.S0 TH 764 0.80 955 TR 1190 2
1.050 1.000- 1250 0.00 O.;j 1.000 RT 228 0.80 SB LT 650 Q.99 657 L
657 1
1.000 1.000 6
1.00 11.5-TH 668 0.99 675 T
675' 2 1.050 1.000 0.00
- 0. -
1.000 RT O
O.99
- Denotes a Defacto Left Turn Lane. Group l
4 O
h O'
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SATURATION FLOW ADJUSTMENT,WORKSHEET.-
Pagr:
a s s a n s z u m z a z z a e a a s s z z z s u s m z z s = = m z z = z z z z z u m = u s s = = m si m a s s s a m z m z z = m t s s = = -
AD.
. IDEAL.
f f
f.
f'
.f f.
f f.
NO.
FLOW LNS W
HV G;
p.
BB.
A RT-
' LT.
FLt EB' L-1800 1
0.930 0.990:1'.000 1.000 1.000 1.000'1'.000L1.000 161 TR 1800 2
0.950 0.990.1.000 1.000=1.000:1.000.0.963 1.000 32<
WB-NB TR 1E:00 2
0.985 0.990 1.000 1.000'1.000 1.000 0.966 1.000'334 L
1800 0.970 0.990 1.000 ~ 1.000 1.000 1.000 1.000 O.95C T
1800 Z
O.985 0.990 1'.000-1.000 1.000 1.000 1.000 1.000 35' e
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91 CAPACITY. ANALYSIS WORKSHEET Page-
====================================v============<==================2 ADJ.
' ADJ.. SAT.
FLOW ~
LANE'; GROUP'-
FLOW RATE ' FLOW RATE-RATIO GREEN RATIO CAPACITY-v/c'
- 1-(v).
(s)
(v/s)
(3/C)-
(c).
. R AT I O.-
EB
~ 604.
'O.557,i L
336
.1657
.O.203
.O.365 TR 722 3262 O'.221 0.365 1190 0.607 I
WB NB TR 1250 3390 0.369
.. O. 365 :
1236 1.011~*i l
i SB h
Lperm.
149 Lpret.
508 1642 0.309 O.176-290.
G-T 708 3511 0.202 0.541 1900 0.s m 0.899-CycIe Length, C=
85.0 sec.
Sum-(v/s) critical
=
Lost Time Per Cycle, L =
8.0 sec.
X critical'= 0.993 S
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--_..__-______________O
T e
a LEVEL-OF-SERVICE WORKSHEET
'Page i
=========m.i
==============================================i========,j DELAY LANE. DELAY.
LANE LANE DELAY.LOS-)
v/c g/C CYCLE d
GROUP d
PROG..GRP.
'GRP. BY
.. BY l
RATIO RATIO LEN.
1 CAP.
2 FACT. DELAY LOS APP.
APP.
~
.EB l
L O.557 0.729. 85.0
-16.4-604 0.9 1.00 17.2 C
15.6 C
TR O.607 0.365 85.0 16.7 1190 0.7 0.85-14.8 B
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WB NB TR 1.011'O.365 85.0 20.6' 1236.22.2 0.85 36.4 D'
36.4 D.
'1 SB L
'1.753 0.541 85.0 290 1.00 T
O.373 0.541 85.0 8.5 1900.
O.1 0.85 7.3
.B
.i Intersection Delay = * (sec/veh)
Intersection LOS =
- 1
- Delay and LOS not meaningful when'any v/c-is greater.than 1.2
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