ML20235E502

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Applicant Exhibit A-28,consisting of 870424 Analysis of Traffic Vol & Evacuation Data from 7:00-10:00 Am at Intersection of Old Country Road & Broadway Route 107
ML20235E502
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-028, OL-3-A-28, NUDOCS 8709280140
Download: ML20235E502 (9)
v • d • e


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NAME.OF THE EAST / WEST STE.EET.........OLD COUNTRv :'CiAD NAME OF 'rE NC'P"H/ SOUTH STREET.......ERGADWAY RT 107 A R E A T Y L E............................ O T'- E R PEDE:>TRI AN SA t:JhG EPEED.............

O ' feet / set)

N A ME 0F T-E AN AL Y S T.................. BG..

D A *l E OF T-E M AL *S I E................ M.4 / 87 TIME PERIOD ANALYZED.............

.... 0700-1000 GT"ER U:POPyoTION:

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'i.X; Ev a c u s t i o r, TRAF;!C V0LLME5

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NUMEER OF : ANEE FE:: DIF.ECTION INCLUDING TURN 5AYE:

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EAST 3CUND = 4 WESTDOUND = 4 NORTHBOUND = 4 SOUTrGOUND = 4 I

EB W5 NB E3 LANE TYPE WIDTH TYFF WIDTH TYPE WIDTH TYPE WIDTH 1

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f parking maneuvers /nri N:, = number of buses stopping /t-Nm =

CONFLICTING PODS FEDEETRIAN DUTTON

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(Y/N)

(min T)

ARRIVAL TYE; EAST 3OUND 50 N

30.8 3

WEST 3OUND 50 N

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NORT-COUND 50 N

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-3 min T minimum green t i m.r for pedestrians

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l SIGNAL SETTINGS - DEE ! C-N ANALY3!S P a,:

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l ACTUATED LOST TIME /C YCLE =

8.0 CYCLE LENGTH 120.0

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44.00 Protetted 12.OQ WESTEOLIND LEFT P e r rn i t t e c 44.00 f

crote:ted 12.00 THPU 44.00 i: I GHT 1

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VOLUME AD.iUSTMENT 40RK5WEET Page

============================================u========================.

LANE LANE ADJ.

MVT.

ADJ.

LANE G RC'. NO. UTIL.

GROWTH GRP.

PROP PRO-VOL.

S VOL.

GRC.

VOL. LN FACI.

rACT.

VOL.

LT.

RT c.:.

LT 10o 0.7*

134 L

134 1

1.000 1.000 134 1.00 0.0 TH 50; O.To T40 740 1.050 1.000 787 0.00 0.0 RT 11:6 0.7%

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1.000 1.000 134 0.00 1.0 WE:

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1.000 1.000 133 0.00 1,c NE:

LT 240 0.oc C4; L

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1. 0 l Denotes a De^:t:to Le't Turn Lane Grouo

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i SATURATION FLOb CJUETMENT WOFV.5HEET Page J

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1 IDEAL ADJ.j SAT.

NO.

f f

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SAT.'

FLOW LN5 W

MV G

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BB A

RT LT FLOL EB L

1800 1

0.930 0.000'1.000 1.000 1.000 1.000 1.000 0.950 1574i T

14:00 C

1.000 0.900 1.000 1.000 1.000 1.000 1.000 1.000 356e!

.R 1900 1

1.006 0.900-1.000 1.000,1.000 1.000 0.S?9 1.000 1407l WB i

L I?OO 3

0.o30 0.900 1.000 1.000 1.000 1.000 1.000 0.050 15Te<

i 1800 1.000 0.900 1.000 1.000 1.000 1.000 1.000 1.000 35e.

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R 1o00 1

1.000 O.090 1.000 1.000 1.000 1.000 0.838 1.000 149:

NB L

1800 1

0.c?O O.900 1.000 1.000 1.000 1.000 1.000 0.950 157e T

1900 1.000 0.?90 1.000 1.000 1.000 1.000 1.000 1.000 359 R

1Eno 1.000 0.990 1.000 1.000 1.000 1. 000 O. :E ;:, 1.000 laT;)

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L 1900 1

0.o30 0.09C 1.000 1.000 1.000 1.000 1.000 0.950 1574 T

1100 1

1.000 0.990 1.000 1.000 1.000 1.000 1.000 1.000 356,

1500 1

~ 000 0.990 1.000 1.000 1.000 1.000 0 812 1.000 147.-j l

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CAPACITY ANALYSIS WCPMSWEET

.Page.

=========================================================

ADJ.

ADJ. SAT.

FLOW LANE GROUP FLCW RATE FLOW RATI RATIO GREEN RATI CAPACITY v/c (v)

(s)

(v/s)

(9/C)

(c)

RATIO

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L o e rn.

70 Lerot.

d5 1574 0.041 0.100 157 0.411

  • T 7f7 3564 0.221 0.?67 1207 0.602 1

9 134 1493 0.090 0.467

- d.97 0.193 WB eperm.

e "<

Lorot.

44 1574 0.028 0.100 157 0.281

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965

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0. 3d.7 '

1?O7 0.754 +I R

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  • 4*3 0.113 0.533 707 0.211 l

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171 l

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71 1574 0.045 0.100 157 0.452 l

T 604 1564 0.19' O.300 1069

0. d.40 4

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". 67 1571 0.170 0.167 262 1.019 +!

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4 LEVEL-OF-SERVICE WORV9F-EET Page.;

1 NEEEEEEEEEE3EEMEEEEEEEEEEEEEEEEEEEEEEEEEE=EE==EEEEEEEEEEEEEEEEEEEEEE= '

LELAY' LANE DELAY LANE LANE DELAY LOS l v/;

9/C CYCLE d

GROUD d

PROG. G F.P.

GRP. BY BY RATIO RATIO LEN.

1 CAP.

FACT. DELAY LOS APC.

AFP.1

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L O.411 0.467 120.0 16.0 157 1.0 1.00 17.1 C

19.0 C

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O.60~. O.3d7 120.0

'I.5 1307 0.6 0.?5

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