ML20237L722
| ML20237L722 | |
| Person / Time | |
|---|---|
| Site: | Shoreham File:Long Island Lighting Company icon.png |
| Issue date: | 03/31/1987 |
| From: | AFFILIATION NOT ASSIGNED |
| To: | |
| References | |
| OL-5-I-SC-031, OL-5-I-SC-31, NUDOCS 8708280224 | |
| Download: ML20237L722 (32) | |
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Concurrent Continuous Flow Treatments 8
Intersections are usually characterized by "btbNht[d 'I flow conditions.
That is, control devices allocate a portion of the r
b available time to each competing traffic movement in eider.co tem-porally separate vehicles traveling on conflicting pachs.
Under evacuation conditions, where paths of travel are prescribed, it is possible--and in many cases, desirable--to mandate traffic movements :hrough intersections so that they are non-conflicting.
When this treatment is applied, traffic movement may be continuous, rather than intermittent, with a commensurate increase in capacity and significant reductions in travel time.
Table V identifies those intersections where this treatment is to be applied.
In all cases, personnel cust be assigned to enforce the indicated movements for all evacuating vehicles.
The application of this treatment, and the selection of intersectioco where this treatment is applied, must be undertaken with considerable care.
A proliferation of such treatments or the improper location of these treatments could violate the specified origin-destination patterns and create confusion.
This potential inconsistency is avoided by limiting the number of such treatments and by the careful selection of locations.
Execution of the Traffic Assignment program confirmed that all prescribed evacuation routes could be satisfied by at least one path from each origin to all associated destinations.
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1 Table V.
Concurrent continuoue Flow Treatments Flow Pattern Description Ibrth Ibcky M hg Vehicles moving south on g*
North Rocky Point Landing Road will be routed west 11M onto Route 25A z
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Route 25A 97-23/X,L Middle Country Road, Rt. 25
~
2 Vehicles moving west on Route 25 will either
.l continue west (45%)
or turn south onto East Bartlett Road East I2 Bartlett Road I
~
Indicates light traffic expected l
IV-10 Rev. 3
r
' Rocky
- a. Vehicles amoving south on point Rocky Point Road 24/R,G,L,M g
Road yi11 be routed west onto Rt. 25.
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- b. Vehicles moving west on Rt. 25 will be routed south Rt. 25 U
onto Middle Island Road.
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- c. Positive control is required at node 24 to assure con-tinuous movements.
6b I;
- a. Vehicles moving east on
/
North Country Rt. 25A will be routed south b
Road onto Ridge Rd.
36/F,A,G,B
- b. Vehicles moving south on
[
1f North Country Rd. will be d
routed east on Rt. 25A.
[
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- c. Positive control.is required at node 36 to assure continu-
' Rt. 25A ous movements.
Ridge Road D
Randall naad 37/B,C Rt. 25A
/
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' F. Vehicles moving east on a
Rt. 25A will be routed south 1
p onto Lane 1 of Wm. Floyd Pksy
~
m I f N
1
- b. Vehicles moving west on
~,e Rt. 25A will be routed south
( gT l
onto Lane 2 of Wm. Floyd Pkwy.
g N
l 3
- c. Positive control is required N
at node 37 to assura continu-f l
Wm. Floyd ous movement and proper lane
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Pkwy.
ssparation.
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1v Rev. 3 y,n
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Wm. Floyd Pkwy.
39/B,C,G f
l a.
Ve @ light traffic onto William I
Floyd Parkway from Whiskey Rd.
py l
is expected.
l.
l b.
Vehicles noving south on William h
Floyd Parkway continue south.
- 7 c.
Left turns onto Whiskey
+1 I
Road from north-bound Wm.
I Floyd Pkwy. to be discouraged.
Whiskey Rd.
l g
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=
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'42/G,H,M
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l a.
Utilize the shoulder on km.
/j Floyd Parkway south of
[
l Longwood Road to service traffic from Longwood Road Longwood U lU
/
b.
The middle lane on Wm. Floyd i
m;Y, skwy can either enter tha
,1 ramp feeding westbound LIE U
or continue south on Wm.
Road p
3 7 Floyd Parkway.
l h
c.
Ramp narrows to a single l
lane as it merges with the north LIE service road.
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IV-1" Rev. 3
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- a. Vehicles moving south on 53/C,p Wading River-Manorville Rd.
continue south.
~
Rt. 25A b.
Positive control is required
$b at node 53 to assure continu-
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~~~d ous movement.
j Wading River-Manorville Rd.
- a. Vehicles moving south on Hulse Hulse Landing Rd. Will Landing 55/E,J continue south.
Road Sound Ave.
- b. Positive control is required at node 55 to assure continu-U 3
ous movement.
qt e
- a. Vehicles moving south on Edwards Ave. will be routed 73/I,0,P east onto Middle Country Rd.
Edwards Avenue Middle
- b. Vehicles moving east on
~
countrv R4 Middle Country Rd. will be C
routed south onto Edwards r_
Ave.
l pg
- c. Positive control is required at node 73 to assure continu-ous movement.
s.
IV-13 Rev. 3
t raf fic at a limit ed number of locat ions.
Since it is necessary :o provide access to all loca: ions for all non-evacuating vehiclas, as discussed earlier, such t reatment s must be severely limit ed in number and ext enc.
The treatmen:s indica:ed in Table VIII were considered necessary due to the high rate of trip generation in :he area and t he limit ed capacicy of t he a:t endant roadway sy st em.
Caannelizat ion Treac ment s Table IX desc ribes the channelizat ion t reacment s employed on select ed sect ions of the evacuation network.
The primary objec-t ive of t his t reatment is to increase capacity at c rit ic al int e r-sect ions where : urn movement s are significant and t raf fic demand is hig h.
Such t reatment s take several forms :
o Adding a lane by exploiting che shoulder o
Channelizing exist ing lanes o
Closing one or more existind lanes Adding a lane as a ": urn-pocket" co separa:e througn o
movement t raf fic f rom one or boc n t urning movement s.
Use of a shoulder may be involved.
It is essential that adequace preparat ion for such t reac-ment s be provided in t he form of signing, barriers, cones, and vehicles (where required) and personnel.
In some locacions, such signing should be "act ive" (e.g., amber arrows) and, if ac night,
addit ional light ing should be provided.
Access Links for All Generated Trips All generat ed t rips must t ravel f rom t heir respective ort-gins (e.g., a home or apart ment dwelling) along local, and possibly,
" collector" street s to gain access to a link of t he evacuation nec-work.
The precise route t aken f rom e ne origin co t he spec ified network link is left t o t he disc ret ion of t he mocorise.
It is impo rc snt, however, t hat each mo:orist ent er t ae evacuac ion nec work on the specified links to ensure that he is travelling in :ne proper direction at t he out set of :he evacuation t rip.
If the motorist errs in this respect and encers the necwork t ravelling in the wrong direct ion, he may correct his direct ion or take another rou:e ou of t he EPZ.
In either case, the mocoris: is apt to lengt hen his t ravel t ime relative to execut ing c he proper covement onto c he evacuat ion net work.
IV-19 Rev. 5 l
)
T,able IX.
Channelization Treatments on Selected Roadway Sections Zone Description
~
Approach
( 7,30)
Rt. 25A W.B.
K Establish 2 lanes, the inside lane is reserved for left-
')
turning traffic onto link b 6b;jg
/
(3 0,13), Patchogue-Mt. Sinai
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Rd.
Establish a left-turn pocket (24,23)
Route 25,W.B.
K,L for traffic turning south onto link (23,133), E. Bartlett Rd.
(75,74)
- LIE, W.B.
I,0 Reduce number of lanes from 3 to 2 by blocking outside
-N lane upstream of the entry B
/
ramp at node 74, to permit a
(_
protected movement for traffic entering the expressway from the ramp link (128,74).
(38,40)
Ridge Rd.,
S.B.
G Right turn pocket added at approach to Middle Country Rd.
(Route 25).
(9 u
IV-20 Rev. 3
Table IX.
Channelization Treatments on Selected Roadway Sections (conel.)
Approach Zone Description
( 42,44)
Wm. Floyd
( 42,43)
. Pkwy, S.S.
H,M The right shoulder of south-bound Wm. Floyd Pkwy between
~
Longwood Rd. and the entry b
3 l t
ramp to the LIE, W.B. is fully
/3/
utilized to accommodate traffic u
turning right from link (109,
- 42) Lo.ngwood Road.
Thus, there are a total of 3 lanes in this section. The traffic on the' shoulder feeds onto the entry ramp to the westbound LIE while the center lane can either merge with this traffic while entering the ramp or continue south on William i
Floyd Parkway.
The inside j
lane services through traffic south onto link (43,118),
Wm. Floyd Pkwy.
I (122,44)
LIE, W.B.
H,M The outside 2 lanes are closed to permit the traffic on the entry ramp, (42,44), protected g,
access onto the LIE, W.B.
link h\\,
(44,4 8).
The inside lane ser-y vices through traffic on the j
W.B.
LIE to link (44,48). Lane closure is removed within 3h hours after the start of the evacu-ating trip generation, provid-ing the full 2 lanes of capa-city for this section of the LIE. After 4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br />, all 3 lanen wi.ll be opened.
At that time, the entering ramp traffic will merge with the LIE traffic.
IV-21 Rev. 3
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