121-19441 Herring Cove Rd-Traffic Impact Study (Revised ......VERSION 2.6 CONCEPT PLAN HERRING COVE...

PPropose

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ed Reside

WSP

Traffic Im

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Presenteonstructio

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1 Spectacle LDartmouth, B3B 1X7 Tel: 902‐835Fax: 902‐835www.wspgro

Lake DriveNS

5‐9955 5‐1645 oup.com

Original Signed

Traffic ImpHerring Co

1.0 I nBackgroun

A Traffic ImUsually CoFour Ques

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will occur ovel of servic

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nd 2025 baor Study Ared site develoeekday AM oposed devesite genera

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nts that me impacts of

nstruction fs of ParkmoRoad in Haesidential und (R-2) units to occur o

o complete Municipality

determining

ons on roadncreased hisat Study Areenerated byours? How welopment an

on Study Ace of roads a

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ackground wea roads thaopment. and PM peaelopment. ated trips

025 backgros that includ

affic on the p

ecessary, forcessed by

may be nesite develop

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June

for a resideoor Avenuealifax, NS. nits includings (See Figur

over the nex

a Traffic Im(HRM).

g answers fo

s adjacent tstorically? ea intersecty the propwill the traff

nd to Study

Area roads and intersec

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ound peak hde site gene

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eeded at spment.

Page 1

e 2015

ential e and

The g five re 1). xt ten

mpact

or the

to the

ions? posed fic be Area

and ctions

ed to

M and clude

s that

Area

hourly erated

e and

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study

HERRING COVE ROAD

BARCLAY A

VE.

PARKMOOR AVE.

CHARLTON A

VE.

HAYES STREET

ZONE H

PROPOSEDWATERCOURSE / WETLANDCROSSING

PROPOSEDWETLANDALTERATION0.70 Ac

PID: 00277228OWNER: F.H. CONSTRUCTION

AREA: 66.58 ACRES

PROPOSEDWETLAND

ALTERATION1.83 Ac

ZONE R2ZONE R1

FUTURE ROADRESERVE

PROPOSEDWETLAND

ALTERATION

PROPOSEDWETLAND

ALTERATION

FUTURE ROADRESERVE

ZONE PA(PROTECTED AREA)

PID: 00649012OWNER: N S UNGRANTED LANDS

AREA: 4,938 ACRES

0.13 Acres

0.26 Ac

0.38 Ac

0.64 Ac

1.46 Ac

0.10 Ac

PHASE 1B

PHASE 2

PHASE 1B

PHASE 1A

PHASE 1A

PHASE 1A

PROPOSEDPUMP STATION

PID: 00277442OWNER: F.H. CONSTRUCTION

AREA: 0.64 ACRE

Site Boundary

Proposed Right-of-Way

Designer: KWatters / HPfeil

Planner: BMorrison

SITE SUMMARY:� Land Area - 67.22 Acres� Existing Zone - R1; R2� Re-Zoning Area - 39.52 Acres� Total Road Length - 1,933 m� Total Wetland / Watercourse Area pre Wetland

Alteration ( including buffer ) - 19.88 Acres� Total Wetland / Watercourse Area after Wetland

Alteration ( Including Buffer ) - 12.63 Acres� Total Wetland Alteration Area: 5.50 Acres� Phase 1A - As of Right (R2), Serviced by gravity� Phase 1B - Re-Zoning required, Serviced by gravity

NOTES:� Adjacent property lines approximate only.

SOURCES:� GENIVAR Survey Plan '121-19441620.dwg' dated

September 17, 2012� Wetland and Watercourse features from GENIVAR

Figure 2 drawing 'ACAD-121-19441-WL.dwg Rev0dated 2013/07/02

VERSION

2.6CONCEPT PLAN

HERRING COVE RD.HALIFAX, NOVA SCOTIA

SCALE NORTH

LEGEND

1 : 3,000

75 m0153045

KEY PLAN

FH CONSTRUCTIONJUNE 5, 2015 121-19441100_V26

FILE

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121

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NC

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WG

Wetland

Watercourse

20m Wetland / Watercourse Buffer

1 SPECTACLE LAKE DRIVEDARTMOUTH, NOVA SCOTIA CANADA, B3B 1X7

PHONE: 902 835-9955 - FAX: 902 835-1645 - WWW.WSPGROUP.COM

Proposed Phase Boundary

Zone Boundary

Wetland Alteration Area

mike.connors

Typewritten Text

Figure 1 - Site Plan

Ph

Ph


2.0 S Descriptioand PropoDevelopm

Proposed Access

Road and IntersectioDescriptio

oto 1: Lookinthe Pa

oto 3: Lookinthe C


Study Are

on of Site osed

ment

Site

on ons

g left (north) oarkmoor Aven

g left (north) oCharlton Aven


ea Descrip

The proplocated jAvenue. includingDevelopmincluding

VehiculaCove RoSight disPhotos 1intersectcontrolle

Herring south apcommunit has a open ditc

on Herring Conue intersectio

on Herring Coue intersectio

dential Develootia

iptions

posed develust west of tThe develo

g five singlement will bg Parkmoor A

ar access tooad via extestance appe1 and 2) antions with Hd.

Cove Roadpproximatelyity of Herrinsingle traffi

ches. The po

ove Road fromon.

ove Road fromon.

opment

lopment sitethe existing

opment will ce family (R-be completeAvenue, Cha

o the propoensions to Pears adequand Charlton Herring Cov

d (Photos 1 y 10km betwg Cove. In thc lane in eaosted speed

m Photo 2: L

m Photo 4: L

e is a 66.5 alimits of Parcomprise a 1) and 340 ed on extearlton Avenu

osed develoParkmoor Avate at both Avenue (Se

ve Road. B

to 4) is an ween the Arhe vicinity oach direction

d limit is 50km

Looking right Parkmo

Looking right Charlto

acre parcel rkmoor Aventotal of 345 semi-detacensions to ue, and Hay

pment will venue and Cthe Parkmo

ee Photos 3Both interse

arterial roadrmdale Rouf the proposn with pavem/h.

(south) on Heoor Avenue in

(south) on Heon Avenue int

P

June

(PID#00277nue and Cha

5 residential ched (R-2)

existing stes Street.

be from HeCharlton Aveoor Avenue 3 and 4) exctions are

d that runs nndabout and

sed developmed shoulders

erring Cove Rtersection.

erring Cove Rtersection.

Page 3

e 2015

7228) arlton units

units. treets

erring enue. (See isting stop-

north-d the ment, s and

Road from the

Road from the


Road and IntersectioDescriptio(Continue

Photo 5: LookHerring

Public Transport

Traffic Vol


on ons d)

king east on Pg Cove Road f

tation

lume Data


Parkmooresidentiapproximwith narrlong locHerring 50km/h. Herring Avenue aapproach

Parkmoor Avenfrom Hayes St

Halifax TconnectsRoute 40South Ceand Old

HRM Tralong maAvenue May-JunTraffic (Avehicles about 50represenday (Fighour volu

dential Develootia

or Avenue al streets

mately 260mrow gravel sal street thCove Road

Cove Roadare unsignahes are sing

nue toward treet.

Transit opers to the Par02 is the “Sentre Mall toSambro Roa

affic & Righachine traffiand Fotherbe 2012. C

AAWT) voluper day (vp00 and 600

ntation of avure 2) illustumes typical

opment

(Photo 5) anthat exten

m and 120mshoulders. H

hat intersectd. The post

d intersectiolized, with s

gle lane.

Photo 6

rates Routerk & Ride loambro” como Herring Coad.

ht-of-Way Sc count onby Avenue (

Counts indicame on Herr

pd), and two0 vehicles verage weerates the prl of a road w

nd Charltonnd west f

m, respectiveHayes Strets with Chated speed

ons at Parkstop control o

6: Looking eas

es 20 and 4ot at the Soummunity tranove and Sam

Services (TRn Herring C(just north oate two-wayring Cove R-way AM anper hour, kday hourlyronounced ‘

with commute

n Avenue (Pfrom Herrinely. Both st

eet is an aparlton Avenulimit on all

moor Avenuon the mino

st on CharltonCove Road

402 past theuth Centre

nsit route thambro via He

ROW) obtainCove Road of Parkmoory Annual AvRoad of appnd PM peak respectively

y volumes dpeaks’ of Aer traffic.

P

June

Photo 6) are ng Cove treets are pproximately ue 85m we

local stree

ue and Char approache

n Avenue towad.

e site. RoutMall in Spryat loops fromerring Cove

ned a one between M

r Avenue) dverage Wee

proximately 7hour volum

y. The grapduring a 24 AM and PM

Page 4

e 2015

local Road

paved 50m

est of ets is

arlton es. All

ard Herring

te 20 yfield. m the Road

week Marie

during ekday 7,270

mes of phical

hour peak


Manual Tr

Other PropHerring CoResidentiaDevelopm

0

100

200

300

400

500

600

700Average

Weekd

ay Hourly Volume


raffic Count

posed ove Road al

ments

1 2 3 4

AHerring Cov


Figure 2: AveHerring C

Manualon FridintersecAppend

There aCove Rtraffic residencompleHerringtrip gen

5 6 7

Average Weekday Hve Road (Marie Ave

May 29 to Jun

dential Develootia

rage Weekdayove Road (Ma

l traffic counday, May 29ction. Turnindix A, with pe

are several oRoad that haimpact ana

ntial developeted within tg Cove Roadneration estim

8 9 10

Hourly Volumesenue to Fotherby Avne 5, 2012

opment

y Hourly Volumarie Avenue to

nts were obt9 at the Heng movemeeak hour vo

other resideave been coalyses. HRMpments on the study hod residentiamate associ

11 12 13

Hour of the Day

venue)

mes – May-Juo Fotherby Ave

tained durinerring Cove ent counts alumes indica

ential develonsidered asM Staff proHerring Coorizon. Tabl developmeated with ea

14 15 16 17

une, 2012: enue)

ng AM and PRoad – Pa

are tabulateated by shad

pments prop part of prevovided a l

ove Road able 1 summents and theach.

7 18 19 20

P

June

PM peak pearkmoor Av

ed in Table ded areas.

posed on Heviously submist of appr

anticipated tmarizes prope estimated

21 22 23

Page 5

e 2015

eriods venue

A-1,

erring mitted roved to be posed

daily

24


Tabl

Annual Vo

Projected 2025 BackVolumes


e 1: Summary

Develo

Briarw

Holly

Green

McIntosh

McIntosh

McIntosh

Chamb

Fisherma

Herring Co

olume Trends

2015 and kground


y of Approved

opment

wood

Drive

Acres

‐ Phase 1

‐ Phase 2

‐ Phase 3

bers Hill

ans View

ove Village

Historicvicinity growth Assumibuilt ouvolumedevelopyear ovused to

ReviewrecommFriday volumewere no Projectvolume3.0%, aAppend

dential Develootia

Herring Cove

Total Unit

Build Out

275

17

668

192

158

175

108

78

46

cal volume dof the pro

trend in volu

ing that theut by 2025 –es on Herripments site)ver the studyo project futu

w of HRMmended reduin May. In

es at Study ot applied.

ed 2015 andes, calculateare illustratedix A.

opment

e Road Reside

Assum

Horizon P

2015

2010

2023

2017

2021

2027

2005

2013

2015

data obtaineoposed deveumes.

e future dev– based on ng Cove R) are estimay horizon. A

ure year traff

M seasonauction of 8%order to proArea interse

d 2025 weeked using aned diagramm

ential Develop

med

Period

Tota

Gen

5

0

3

7

1

7

5

3

5

ed by HRM oelopment do

velopments daily trip g

Road (in thated to grow

An annual grfic volumes f

al adjustm% based on ovide a conections, red

kday AM ann annual tramatically in

pments [Sourcal Estimated T

neration (Dai

2632

165

6480

1837

1512

1164

1034

757

446

on Herring Co not indica

summarizedeneration es

he vicinity ow by approrowth rate ofor this study

ment factora count com

nservative eductions to c

d PM peak affic volumeFigure A-1

P

June

ce: HRM Staff]Trip

ily)

Cove Road iate a cons

d in Table 1stimates – tof the propximately 3%

of 3.0% has y.

rs indicatempleted dur

estimate of tcounted volu

hour backgre growth ra(Boxes A t

Page 6

e 2015

]

n the istent

1 are traffic

posed % per

been

d a ring a traffic umes

round ate of to D),


3.0 T Trip GeneProposed Developm

EstimationSite Gener

Notes:

Single

Trip DistriAssignme

Projected Volumes tSite Gener


Trip Gene

ration for Residential

ment

n of Total rated Trips

Table

1.

2.

3. Trip generasemi-detac

Land Use 1

e Family Reside(ITE 210)

Land use c

Trip generaand PM pe

ibution and ent

2025 that Include rated Trips


eration, D

The prounits inunits.

The ndevelopGeneraestimatpropose(66 enttrips (2

2 - Trip Gener

345

ation rates for Lched (R-2) unit

ential

codes are from

ation rates are ak hours.

Units

Based area, ebeen di

No So

Assignediagram

Site gbackgro2025 vdiagram

dential Develootia

Distributio

oposed devencluding five

umber of pment has ation, 9th tes, which ed developmering and 1917 entering

ration Estimat

In O

0.19 0

Land Use 210 ts.

Trip Generatio‘vehicles per h

Trip G

AM Pea

on review ofexternal tripistributed in

orth – Herrinouth – Herrin

ed site genemmatically in

enerated tround volume

volumes thammatically in

opment

on, and A

elopment site single fam

trips that been estim

Edition (Ware summ

ment is expe93 exiting) dand 128 exit

tes for Propos

Out In

0.56 0.63

have been use

on, 9th Edition, hour per unit.’. T

Generation Rat

PM ak

f traffic coun

ps generatedthe following

ng Cove Roang Cove Ro

erated trips n Figure A-2

rips have es (Figure At include sit

n Figure A-2

Assignme

te will compmily (R-1) an

will be gemated usin

Washington, arized in T

ected to genduring the AMting) during

sed Residentia

Out I

0.37 6

ed to estimate t

Institute of TraTrips generated

tes2

Peak

nt data as wd by the pg manner:

ad ad

90%10%

at Study A (Boxes A a

been addeA-1, Boxes Cte generate(Boxes C a

ent

rise a total ond 340 sem

enerated byng rates pu

2012). Table 2, inerate about M peak hourthe PM pea

al Developme

In Out

66 193

trips both for de

ansportation End are ‘vehicles

Trips Gen

AM Peak

well as local kproposed de

% %

Area intersecnd B), Appe

ed to the C and D) to ped trips whicand D), Appe

P

June

of 345 residemi-detached

y the propublished in Trip gener

ndicate that259 vehicle

r and 345 vek hour.

nt

In Ou

217 128

etached (R-1) a

ngineers, 2012.per hour’ for A

nerated2

PM Peak

knowledge oevelopment

ctions are sendix A.

projected provide projech are illustendix A.

Page 7

e 2015

ential (R-2)

posed Trip

ration t the

e trips ehicle

ut

8

and

.AM

of the have

hown

2025 ected trated


4.0 I n

4.1 Tu Left Turn LWarrant A

4.2 Int IntersectioService An

Level of S(LOS) Crit


ntersectio

rn Lane Wa

Lane Analysis

ersection L

on Level of nalysis

Service teria


on Perfor

arrant Analy

Left turand safwaiting a queuend coadvancturning The GcontainThe anevaluatconsideadvanc‘opposiline’ of indicateanalysiindicate AnalysiAppendParkmoboth wanalysibased o

Level of Serv

The levmovemintersecdiscom

LOS crvehicle stopped

dential Develootia

rmance A

ysis

rn movemenfety problemfor an oppo

e of stoppedollisions whecing vehicle,

vehicle is st

Geometric Dns nomograpnalysis methte need for er speed, acing volumeng’ and ‘advthe appropr

es that a lefts. Similarly, es that a left

is of left tdix A) for noor Avenue

without and s indicated ton weekday

vice Analys

vel or qualityment is deter

ctions is deffort and frus

riteria (Tablewhich inclu

d delay, and

opment

Analysis

nts on a two ms. Operationortunity to turd vehicles toen a stoppeor from hea

truck by an o

Design Stanphs for left hod, which left turn lan

advancing ves, and oppvancing’ voluiate ‘% left tt turn lane is

a point that turn lane is

turn lane worthbound land Charltowith the ad

that left turn AM and PM

sis

y of performarmined by a fined in termstration, fuel

e 3) are stateudes initial dd final accele

lane street nal problemrn across ‘heo form. Safeed left turniad-on or righopposing ve

ndards for turn lane ais normally

nes, uses avolumes, leftposing voluumes, plotteturns’ and ‘a

s warranted ft is plotted t not warrant

warrants waeft turns froon Avenue ddition of s

n lanes are nM peak hour

ance of an ilevel of serv

ms of delay, consumptio

ed in terms deceleration eration delay

may cause s result as aeavy’ opposety problemsing vehicle

ht angle colliehicle.

Ontario Hinalysis for ty used by a series of nft turns as umes. A ped to the rigapproach spfor the condto the left ofted.

as completeom Herring for projecte

site generatnot expectedtraffic volum

ntersection vice (LOS) awhich is a m

on, and incre

of average delay, queu

y.

P

June

both operata vehicle stosing traffic cas result fromis struck b

sions when

ighways Matwo lane strWSP Atlantnomographsa percentagpoint, baseht of the ‘waeed’ nomogitions used if the warran

ed (Figure Cove Road

ed 2025 voluted trips. d to be warrames.

in terms of tanalysis. LOmeasure of deased travel

control delaue move-up

Page 8

e 2015

tional opped auses m rear by an a left

anual reets. tic to s that ge of d on arrant raph, in the

nt line

A-3, d into umes The anted

traffic OS for driver time.

ay per time,


IntersectioService An

Summary Service An


LOS

A

B

C

D

E

F

on Level of nalysis

Level of nalysis


Table 3 - L

Very low de(Excellent)

Higher dela

Higher levestopping is through inte

Congestionsometimesmany vehic

Vehicles mred light; colimit of acce

This level ismost driverexceed the (Unaccepta

SynchrStudy Awithout Level oare sum

Herringis expegenera Herringis expegenera

dential Develootia

Level of Servic

LOS Descrip

elay; most vehic

ay; most vehicle

el of congestionsignificant, alth

ersection withou

n becomes notis wait through mles stop (Satisf

ust often wait thonsidered by maeptable delay

s considered tos; occurs whencapacity of the

able)

o 9.0 softwArea interset and with sit

of service (LOmmarized in

g Cove Roaected to be sted trips. All

g Cove Roaected to be sted trips. All

opment

ce (LOS) Crite

ption

les do not stop

es stop (Very Go

; number of vehhough many stiut stopping (Go

ceable; vehiclesmore than one refactory)

hrough more thaany agencies to

be unacceptabn arrival flow rateintersection

ware has beections for te developm

OS) analysisTable 4 and

ad @ Parkmsatisfactory b movements

ad @ Charlsatisfactory b movements

ria for InterseTw

(

(S

ood)

hicles ll pass

ood)

s must red light;

an one o be the

ble to es

en used for2025 AM a

ment.

s results ared Table 5.

moor Avenuboth withouts operate wit

lton Avenueboth withouts operate wit

ections wo Way Stop Co

TWSC) InterseControl Del

Seconds per V

Less than 10.0

Between 10.0 a

Between 15.0 a

Between 25.0 a

Between 35.0 a

Greater than 50

r performanand PM pea

e included in

ue– Intersect and with ththin HRM ac

e – Intersectt and with ththin HRM ac

P

June

ontrolled ectionsay

Vehicle)

0

and 15.0

and 25.0

and 35.0

and 50.0

0.0

nce evaluatioak hour volu

n Appendix B

tion performhe addition occeptable lim

tion performhe addition occeptable lim

Page 9

e 2015

on of umes

B and

mance of site mits.

mance of site mits.



Delayv/c

Queue

Delayv/c

Queue

Delayv/c

Queue

Delayv/c

Queue

LOS Criteria

Weekday P

Weekday AM

Weekday AM

Weekday P

Delayv/c

Queue

Delayv/c

Queue

Delayv/c

Queue

Delayv/c

Queue

LOS Criteria

Weekday PM

Weekday AM

Weekday AM

Weekday PM


Table 4 - LO

EB-LR

12.70.030.8

19.40.298.9

15.30.030.6

24.30.267.8

Control DQueue

M Peak Hour -

M Peak Hour -

M Peak Hour -

M Peak Hour -

Table 5 - L

EB-LR

11.70.020.4

17.90.3310.7

13.40.020.5

20.80.299.1

Control DQueue

M Peak Hour -

M Peak Hour -

M Peak Hour -

M Peak Hour -

dential Develootia

OS for Herring

NB-LT

0.10.360.1

0.20.470.2

00.290.0

0.40.450.3

Delay (sec/veh)(m) by Interse

- Projected 202

Projected 202

Projected 202

- Projected 202

LOS for Herrin

NB-LT

0.10.360.1

0.20.380.2

0.20.290.1

0.70.350.5

Delay (sec/veh)(m) by Interse

Projected 202

Projected 202

Projected 202

Projected 202

opment

g Cove Road @

T SB

000

000

000

000

), v/c Ratio, andection Moveme

25 Volumes wi

25 Volumes wit

25 Volumes wit

25 Volumes wi

g Cove Road

T SB

000

000

000

000

, v/c Ratio, andection Moveme

25 Volumes wi

25 Volumes wi

25 Volumes wi

25 Volumes wi

@ Parkmoor A

B-TR D

0.00.120.0

0.00.160.0

0.00.290.0

0.00.420.0

d 95% ent

th Site Develo

thout Site Deve

th Site Develop

thout Site Dev

@ Charlton A

B-TR D

0.00.120.0

0.00.150.0

0.00.290.0

0.00.370.0

d 95% ent

ith Site Develo

thout Site Dev

th Site Develo

ithout Site Dev

Avenue

Delay L

Overall Intersection

pment (Page B

elopment (Pag

0.4

1.5

pment (Page B

2.1

velopment (Pag

0.2

Avenue

Delay L

Overall Intersection

opment (Page

velopment (Pag

0.2

2.1

pment (Page B

2.9

velopment (Pag

0.2

Pa

June

LOS

n

A

B-7)

ge B-1)

A

B-5)

A

ge B-3)

A

LOS

n

A

B-8)

ge B-2)

A

B-6)

A

ge B-4)

A

age 10

e 2015


5.0 S DescriptioProposed Developm

Proposed

DescriptioArea Road

Other PropHerring CoResidentiaDevelopm

BackgrounVolumes

EstimationGeneratedthe PropoDevelopm


Summary

on of the

ment

Site Access

on of Study ds

posed ove Road al

ments

nd Traffic

n of Site d Trips for sed

ment


y, Recomm

1. PlandevChadevsing

2. Veh

CovAve

3. Herappcomdevsho

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5. TheHersubappantithe basCovestihorifutu

6. Projbacgrow

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ns are beinvelopment warlton Avenvelopment cogle family (R

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proved resicipated to bfuture Herried on daily t

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e proposed dts including fts. Trip genep Generatio nposed deves (66 enterinicle trips (2

ur.

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ons, and C

ng preparedwest of the e

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ss to the proa extension

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t has a singleopen ditches

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ely 50m longest of Herrinrow gravel sh

veral other Road that haic impact adential deve completedng Cove Rotrip generatithe vicinity

row by appnual growthfic volumes f

5 and 202umes were

3.0%.

developmenfive single faeration estimn, 9th Ed itiolopment is e

ng and 193 e217 entering

Conclusi

d by FH Cexisting limirring Cove total of 345 semi-detac

oposed devens to Parkm

an arterial een the Ar

Cove. In the traffic lanes.

harlton Avenom Herring g local streetng Cove Roahoulders.

residential ave been conanalyses. Hvelopments d within the soad developmon estimateof the prop

proximately h rate of 3.0for this study

25 weekdaycalculated u

nt will compramily (R-1) a

mates, estimon (Washingexpected toexiting) during and 128 e

ions

Construction its of ParkmRoad in H

residential uhed (R-2) un

elopment wimoor Aven

road that rmdale Roue vicinity oe in each dir

nue are shoCove Roadt that intersead. The three

developmensidered as RM Staff p

on Herristudy horizoments are b

es – traffic voposed develo3% per yea

0% has beey.

y AM and using an ann

rise a total and 340 semated using r

gton, 2012),o generate ang the AM pexiting) duri

Pa

June

for a residmoor AvenuHalifax, NSunits includinnits.

ll be from Hue and Ch

runs north-ndabout anof the prorection with

ort local resid. Hayes Strects with Che local stree

nts proposepart of prev

provided a ng Cove

on. Assuminbuilt out by 2olumes on Hopments sitear over the n used to p

PM peak nual traffic vo

of 345 residmi-detachedrates publish indicate th

about 259 vpeak hour aning the PM

age 11

e 2015

dential e and . The ng five

Herring harlton

-south nd the posed paved

dential reet is harlton ets are

ed on viously list of Road

ng that 2025 – Herring e) are study

project

hour olume

dential d (R-2) hed in at the

vehicle nd 345

peak


Trip DistriAssignme

Left Turn LWarrant

Summary Service An

Recomme

Conclusio


ibution and ent

Lane

- Level of nalysis

endations

ons


8. Tripareanetwknoand

9. AnaturnAvegennot

10. Inte

RoaSynperfPM

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12. With

tripsperf

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ps generateda streets anwork and dwledge of t

d south (10%

alysis of left ns from Herrenue for prnerated trips

meet the thr

ersection perad intersectionchro 9.0 formance is peak hour v

e existing seyes Street sndard includrring Cove R

h implemens are not formance in

opment

d by the devnd intersectidevelopmenthe area. T

%) on Herring

turn lane waring Cove Rrojected 202. The analreshold to w

rformance aons at Parkm

software. expected to

volumes both

ections of Pshould be uding consid

Road.

ntation of reexpected tothe Study A

velopment hons based t surroundin

Trips were dg Cove Road

arrants was Road into Pa

25 volumeslysis indicate

warrant left tu

analysis wasmoor Avenu

Results o be satisfach without an

Parkmoor Avupgraded toderation of

ecommendeo have a

Area.

have been aon review o

ng the site distributed tod.

completed farkmoor Aves with the ed that projeurn lanes.

s completed ue and Charl

indicate tctory based

nd with site d

venue, Charo include an

pedestrian

ed upgradessignificant

Pa

June

assigned to of the local as well as

o the north

for northbouenue and Ch

addition oected volum

for Herring lton Avenuethat interson 2025 AM

development

rlton Avenuen improved n connectio

s, site geneimpact to

age 12

e 2015

study street

s local (90%)

nd left harlton of site mes do

Cove using

ection M and t.

e, and street ns to

erated traffic

Append IntersectCounts Traffic V Left Turn

dix A

tion Turn

Volume D

n Lane W

ning Move

iagrams

Warrants

June

ement

e 2015

Appendix A Page A-1

A B H I J L

07:00 07:15 0 86 18 0 3 0 107

07:15 07:30 0 62 28 3 2 1 96

07:30 07:45 0 72 34 0 2 1 109

07:45 08:00 0 80 29 2 2 0 113

08:00 08:15 0 90 41 2 2 3 13808:15 08:30 1 99 36 2 3 1 142

1 341 140 6 9 5 502

16:00 16:15 1 36 85 1 1 2 126

16:15 16:30 0 53 73 3 2 1 132

16:30 16:45 0 62 100 5 2 1 170

16:45 17:00 0 43 77 2 3 0 125

17:00 17:15 1 63 97 1 1 0 16317:15 17:30 0 47 71 3 1 0 122

1 221 347 11 8 2 590

Table A-1

Herring Cove Road@

Parkmoor Avenue

Halifax, Nova ScotiaFriday, May 29, 2015

AM Peak Hour

TimeHerring Cove Road Herring Cove Road

Northbound Approach Southbound Approach Total VehiclesEastbound ApproachParkmoor Avenue

PM Peak Hour

WSP Canada Inc. May 2015

Append IntersecAnalysi

dix B

ction Peis

erforman

June

nce

e 2015

Appendix B - Intersection Performance Analysis Page B-11: Herring Cove Road & Parkmoor Ave. 2025 AM Peak Hour without Site Dev (Fig A-1, Box C Volume)

Synchro 9 ReportWSP Canada Inc. June 2015

Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 10 5 5 445 180 5Future Volume (Veh/h) 10 5 5 445 180 5Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 11 5 5 484 196 5PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (m)pX, platoon unblockedvC, conflicting volume 692 198 201vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 692 198 201tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 97 99 100cM capacity (veh/h) 408 843 1371

Direction, Lane # EB 1 NB 1 SB 1Volume Total 16 489 201Volume Left 11 5 0Volume Right 5 0 5cSH 487 1371 1700Volume to Capacity 0.03 0.00 0.12Queue Length 95th (m) 0.8 0.1 0.0Control Delay (s) 12.7 0.1 0.0Lane LOS B AApproach Delay (s) 12.7 0.1 0.0Approach LOS B

Intersection SummaryAverage Delay 0.4Intersection Capacity Utilization 37.4% ICU Level of Service AAnalysis Period (min) 15

Appendix B - Intersection Performance Analysis Page B-22: Herring Cove Road & Charlton Ave. 2025 AM Peak Hour without Site Dev (Fig A-1, Box C Volume)





Appendix B - Intersection Performance Analysis Page B-31: Herring Cove Road & Parkmoor Ave. 2025 PM Peak Hour without Site Dev (Fig A-1, Box D Volume)



Direction, Lane # EB 1 NB 1 SB 1Volume Total 12 311 500Volume Left 11 1 0Volume Right 1 0 11cSH 362 1064 1700Volume to Capacity 0.03 0.00 0.29Queue Length 95th (m) 0.8 0.0 0.0Control Delay (s) 15.3 0.0 0.0Lane LOS C AApproach Delay (s) 15.3 0.0 0.0Approach LOS C


Appendix B - Intersection Performance Analysis Page B-42: Herring Cove Road & Charlton Ave. 2025 PM Peak Hour without Site Dev (Fig A-1, Box D Volume)





Appendix B - Intersection Performance Analysis Page B-51: Herring Cove Road & Parkmoor Ave. 2025 AM Peak Hour with Site Dev (Fig A-2, Box C Volume)





Appendix B - Intersection Performance Analysis Page B-62: Herring Cove Road & Charlton Ave. 2025 AM Peak Hour with Site Dev (Fig A-2, Box C Volume)





Appendix B - Intersection Performance Analysis Page B-71: Herring Cove Road & Parkmoor Ave. 2025 PM Peak Hour with Site Dev (Fig A-2, Box D Volume)





Appendix B - Intersection Performance Analysis Page B-82: Herring Cove Road & Charlton Ave. 2025 PM Peak Hour with Site Dev (Fig A-2, Box D Volume)





121-19441 Herring Cove Rd-Traffic Impact Study (Revised ......VERSION 2.6 CONCEPT PLAN HERRING COVE...

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Transcript of 121-19441 Herring Cove Rd-Traffic Impact Study (Revised ......VERSION 2.6 CONCEPT PLAN HERRING COVE...