FORME
RA
R BARKE
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ORT ASSE
ED ON BE
NVESTMEN
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ESSMENT
EHALF OF
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T
:
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W
Newcas
Windsor Ho
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stle under L
ST5
ouse
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CON
1.0 2.0 3.0 4.0 5.0 6.0
7.0
8.0 9.0
FIG2-1 2-2 2-3 5-1 5-2 5-3
5-4
5-5
6-1
6-2 6-3 6-4 6-5 6-6 6-7
NTENTS
GURES
INTRODTHE DEVTRANSPTHE PRBASELIDEVELODISTRIBIMPACTOPERATHIGHWASENSITSUMMA
SITE LOWALKICYCLIN2013 S2019 DCOMMAPPLICCOMMAPPLIC2019 BFLOWSNEW ADISTRIPROPOPROPOPASS BPROPOPROPO2019 BTRAFF
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S COMMITT
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W TRIP ASSNSFERREDEVELOPMES BY TRIP AL TRIP AS
S COMMITTS
RawdFormer Ba
................
................POLICY COPMENT ....DITIONS ...RACTION,................
NT PROPOANCE OF ................T .............
SIONS ......
OWS IC FLOWS
NT TRAFFIC
NT TRAFFIC
TED DEVEL
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SIGNMENT D TRIP ASSENT DISTRASSIGNM
SSIGNMENTED PLUS
don Investarkers Nurs
Transpor
................
................ONTEXT .................................., ASSIGNM................
OSALS ONTHE LOC................................................
C FLOWS –
C FLOWS –
LOPMENT T
ELOPMENT
SIGNMENT
RIBUTION ENT
NT DEVELOPM
tments Limsery, Clithert Assessm
................
................
................
................
................MENT AND................
N THE CAL
................
................
................
– PLANNIN
– PLANNIN
TRAFFIC
T
T
MENT
mited eroe ment
... 1
... 3
... 9
..14
..20 D ..25
..34
..40
..45
NG
NG
8-1
8-2
8-3
8-4
8-5
TAB2-1 2-2 4-1 4-2 5-1 6-1 6-2 6-3 6-4 6-5 6-6 6-7 6-8 6-9 7-1 7-2 7-3
7-4
7-5
7-6
BLES
POTEN3/2012/POTEN3/2012/POTEN3/2012/POTEN3/2013/SENSITPLUS DTRAFF
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NTIAL DEVE/0630
NTIAL DEVE/0913
NTIAL DEVE/0942
NTIAL DEVE/0137 TIVITY ASSDEVELOPM
FIC FLOWS
ERVICES ASERVICES ACTED CARCTED CAR
WTH FACTOUNT FOODSTORE VEOOD RETAOOD RETA
L TRIP ATTD TRIP PROORTION OFLE TRIP ATOSED TRIPLEY ROADLEY ROADLEY ROADY RESULTSE LANE/ EY RESULTSLEY ROADY RESULTSLEY ROADLTS
ELOPMEN
ELOPMEN
ELOPMEN
ELOPMEN
SESSMENTMENT PLUSS
AND HEADAND HEAD
R PARK ACR PARK ACORS D STORE VEHICULAR AIL VEHICUAIL VEHICUTRACTIONOPORTIONF TRIP TYPTTRACTIO
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RawdFormer Ba
T – PLANN
T – PLANN
T – PLANN
T – PLANN
T - 2019 BAS POTENT
WAYS DWAYS CCUMULATCCUMULAT
VEHICULARTRIP ATTR
ULAR TRIPULAR TRIP
NS PES N BY TRIP
UTION BY WCESS – PICSE ROAD –OOR ROAD
ERRACE/ G
ACRE STRE
WAY/ MOO
don Investarkers Nurs
Transpor
NING APPL
NING APPL
NING APPL
NING APPL
ASE PLUS CIAL DEVEL
TION – WEETION – SAT
R TRIP RATRACTION P RATES P ATTRACT
TYPE WARD CADY RESU– PICADY RD/ BEVERL
GREENACR
EET (ONE-W
OR LANE –
tments Limsery, Clithert Assessm
LICATION
LICATION
LICATION
LICATION
COMMITTELOPMENT
EKDAY TURDAY
TES
TION
ULTS RESULTS LEY DRIVE
RE STREET
WAY) –
– ARCADY
mited eroe ment
ED
E –
T –
8-1 APPA B C
D E F G H I J
K L M N
PENDICES
SENSIT
SCOPINDEVELSITE AAUTOTINTERIACCESPARKINSERVICTRAFFTEMPRCOMMGENERTRICS GRAVITMODELSENSIT
TIVITY ASS
NG STUDYLOPMENT PACCESS ARTRACK ANAM TRAVEL
SSIBILITY QNG ACCUMCING STRA
FIC COUNTRO GROWTITTED DEV
RATION CADATA TY MODELL OUTPUTSTIVITY ASS
SESSMENT
Y PROPOSARRANGEMEALYSIS
L PLAN QUESTIONMULATIONATEGY
T DATA TH FACTORVELOPMENALCULATIO
L S SESSMENT
RawdFormer Ba
T RESULTS
LS ENT AND S
NNAIRE N CALCULA
RS NTS SATURONS
TS – MODE
don Investarkers Nurs
Transpor
S
SWEPT PA
ATIONS
RDAY TRIP
EL OUTPUT
tments Limsery, Clithert Assessm
ATH
P
TS
mited eroe ment
131
1.0
1.1
1.1.
1.1.
1.1.
1.1.
1.1.
1.1.
1-01/TA01
INTROD
Backgr
1 This Tra
on beh
and tra
site of t
2 The sit
develop
bed nur
dwelling
3 This Tr
applicat
existing
transpo
network
to acc
proposa
4 Details
quantum
this rep
of the d
5 The rep
Departm
followin
(LCC) a
relation
6 A public
and som
incorpo
applicat
DUCTION
round
ansport Ass
alf of Rawd
nsportation
the former B
te was the
pment, whic
rsing home
gs with asso
ransport A
tion for the
g transport p
ort facilities
k. This ass
ommodate
als.
of the pr
m of car an
port, togethe
developmen
port has bee
ment for Tra
ng detailed
as local Hig
n to the scop
c consultati
me of the c
orated into
tion.
sessment h
don Investm
issues ass
Barkers Nur
subject of
ch was app
, 30 apartm
ociated car
ssessment
e proposed
provision w
, traffic flow
sessment c
the futur
oposed pe
nd cycle pa
er with a de
nt proposals
en prepared
ansports ‘G
scoping di
ghway Auth
ping study is
ion event w
comments ra
the schem
has been pr
ments Limit
sociated wi
rsery in Clith
a previous
roved in 20
ments in two
parking.
has been
developm
within the vic
ws and the
considers th
re demand
edestrian a
arking and s
etailed asse
s on the sur
d in line with
Guidance on
iscussion h
hority. A c
s included i
was also att
aised by lo
me which is
RawdFormer Ba
epared by C
ted, in orde
th the prop
heroe.
s planning
010. The a
o separate
n prepared
ent and inc
cinity of the
e operation
he adequac
ds associat
nd vehicul
servicing ar
essment of
rounding lo
h Governme
n Transport
held with La
copy of cor
in Appendi
tended by C
cal resident
s to be the
don Investarkers Nurs
Transpor
Cameron R
er to examin
posed deve
application
pplication c
blocks and
to suppor
cludes an
site, includ
n of the ex
y of this ex
ted with t
ar access
rrangements
the potenti
cal highway
ent guidanc
Assessme
ancashire C
rrespondenc
x A.
Cameron R
ts at that ev
e subject o
tments Limsery, Clithert Assessm
Rose Associ
ne the high
elopment, at
n for reside
comprised a
d two reside
rt the plan
analysis of
ding sustain
xisting high
xisting prov
the applica
arrangeme
s are set o
al traffic im
y network.
ce set out in
ents’ (2007)
County Co
ce with LC
Rose Associ
vent have b
of the plan
mited eroe ment
1
iates
hway
t the
ential
a 40-
ential
nning
f the
nable
hway
ision
ation
ents,
ut in
mpact
n the
and
uncil
C in
iates
been
nning
131
1.1.
1.2
1.2.
1.2.
1-01/TA01
7 This rep
without
network
Structu
1 The stru
2 The re
develop
third pa
develop
port conclud
detriment
k and that it
ure
ucture of th
Section 2.0
highway n
sustainable
Section 3.0
relevant to
Section 4.0
access, par
Section 5.0
network;
Section 6.0
developme
Section 7.
highway ne
developme
Section 8
considering
highway ne
Section 9.0
from the an
eport has b
pment as st
arty for all
pment
des that the
to the ope
t can be rea
e report he
0 considers
network an
e modes of t
0 examines
the propose
0 sets out
rking provis
0 presents
0 deals wit
nt consider
0 consider
etwork for a
nt in operat
.0 present
g the impac
etwork with
0 provides a
nalysis pres
been prepa
tated above
or any part
e proposed
rational cap
adily access
rein is set o
s the locatio
nd the ex
transport;
s national a
ed develop
the details
sion and ser
the basel
th the pote
ring the vari
rs the ope
a future as
tion;
ts the res
ct of poten
the propose
a summary
sented in the
ared solely
e. As such
t of this rep
RawdFormer Ba
developme
pacity or sa
sed by susta
out as follow
on of the d
xisting infr
and local t
ment;
s of the dev
rvicing arra
ine conditio
ential trip a
ous trip typ
erational p
sessment y
sults of a
ntial future
ed developm
and conclu
e above cha
y in conne
h, no respon
port, or in c
don Investarkers Nurs
Transpor
ent can be
afety of the
ainable mod
ws:
evelopmen
rastructure
transport po
velopment
ngements;
ons of the
attraction of
es;
performance
year, with a
sensitivity
developme
ment in plac
usion to the
apters.
ection with
nsibility is a
connection
tments Limsery, Clithert Assessm
accommod
e local high
des.
nt site, the
provision
olicy object
proposals,
local high
f the propo
e of the
and without
y assessm
ent on the
ce; and
e report der
the propo
accepted to
with any o
mited eroe ment
2
ated
hway
local
for
tives
site
hway
osed
local
t the
ment,
local
rived
osed
any
other
131
2.0
2.1
2.1.
2.1.
2.1.
2.2
2.2.
1-01/TA01
THE DE
Site Lo
1 The sit
Lancas
provide
2 The pro
1,490sq
on the
describ
3 The sit
filling st
Littlemo
the site
Figure
Local H
1 The stu
pre-app
site:
EVELOPME
ocation and
te is locate
hire. The
es the main
oposed dev
qm and a no
site of the
ed in furthe
e is bound
tation beyo
oor Road an
in relation
2-1: Site L
Highway Ne
udy area, w
plication dis
ENT SITE
d Surround
ed in Clith
site lies to
route into C
velopment
on-food reta
former Bar
er detail in S
ded to the
nd, to the e
nd to the w
to the local
ocation
etwork
which was a
scussions, i
ding Area
heroe withi
o the east
Clitheroe fro
includes a
ail unit, with
rkers Nurse
Section 4.0
north by re
east by res
west by the
highway ne
agreed with
includes the
RawdFormer Ba
n the Boro
t of the A6
om the A49
discount fo
h a GFA of 5
ery. The d
.
esidential d
idential dev
A671 Whal
etwork is illu
h the local
e following
don Investarkers Nurs
Transpor
ough of R
671 Whalle
to the south
ood store,
593sqm, wh
evelopment
evelopmen
velopment,
ley Road.
ustrated in F
Highway A
junctions s
tments Limsery, Clithert Assessm
ibble Valle
ey Road, w
h.
with a GF
hich will be
t proposals
nt, with a p
to the sout
The locatio
Figure 2-1.
Authority du
surrounding
mited eroe ment
3
ey in
which
A of
built
s are
etrol
th by
on of
.
uring
g the
131
2.2.
2.2.
2.2.
2.2.
1-01/TA01
j
2 The A6
to the s
speed l
the wid
Footwa
excess
3 The ju
junction
speed l
4 The jun
controll
Greena
priority
5 The jun
junction
exit onl
located
Whalley Ro
Whalley Ro
Whalley Ro
staggered j
Woone Lan
crossroads
Whalley R
junction; an
Whalley Ro
671 Whalley
south. Wha
limit, within
dth of Wha
ays are pro
of 2.0 metr
nction of P
n. Primrose
imit.
nction of W
ed crossro
acre Street a
over Woon
nction of W
n. Greenac
y from the
on Whalley
oad/ Site Ac
oad/ Primros
oad/ Littlem
junction;
ne/ Eshton
;
Road/ Gree
nd
oad/ Queen
y Road prov
alley Road i
the study a
alley Road
ovided on
res
Primerose
e Road is a
oone Lane/
oads. Gre
and Eshton
e Lane. Wo
Whalley Roa
cre Street is
junction. T
y Road, app
ccess – prio
se Road –
moor Road/
Terrace/ G
enacre Stre
sway/ Moo
vides the m
s a single c
area. In th
varies be
both sides
Road/ Wh
a single ca
/ Eshton Te
eenacre Str
n Street are
oone Lane
ad/ Greena
s one-way
There is a
proximately
RawdFormer Ba
ority controll
priority cont
/ Beverley
Greenacre S
eet (one-w
r Lane – mi
main route in
carriageway
e vicinity of
etween 7.5
of the ca
halley Road
arriageway
errace/ Gre
reet operat
designated
operates w
acre Street
in a westbo
controlled p
y 25 metres
don Investarkers Nurs
Transpor
ed junction
trolled junct
Drive – pri
Street – pr
way) – prio
ni-roundabo
nto Clithero
y road subje
f the propos
metres an
rriageway,
d is a prio
road subjec
eenacre Str
tes as a o
d as the maj
with ‘stop line
is a priorit
ound direct
pedestrian c
south of the
tments Limsery, Clithert Assessm
n;
tion;
iority contro
riority contro
ority contro
out.
oe from the
ect to a 30
sed site acc
nd 9.0 me
with width
ority contro
ct to a 30
reet is a pri
one-way e
jor road, ha
e’ control.
ty controlle
tion, forming
crossing fa
e junction.
mited eroe ment
4
olled
olled
olled
A49
mph
cess
tres.
hs in
olled
mph
iority
entry.
aving
d T-
g an
cility
131
2.2.
2.2.
2.3
2.3.
2.3.
2.3.
1-01/TA01
6 The jun
Cycle
Queens
side of
Monday
7 Traffic
indepen
2013, a
Access
1 The pro
potentia
existing
due reg
Walkin
2 An acce
cancelle
Policy G
source
‘Walking
greates
3 The site
areas o
This ma
viable o
nction of Wh
lanes are
sway entry.
f Moor Lan
y to Saturda
counts on
ndent traffic
at all junctio
sibility by S
oposal site
al to reduce
g sustainabl
gard to the f
walking and
bus networ
rail infrastru
g
eptable wal
ed and rep
Guidance N
of guidance
g is the mo
st potential t
e is located
of Clitheroe,
akes journe
option, in ad
halley Road
present on
A time-lim
ne, limiting
ay to 30 min
the local h
c count und
ns within th
Sustainable
is accessib
e private ca
le transport
following:
d cycling ne
rk; and
ucture.
lking distan
placed by
Note 13 on
e and states
ost importan
to replace s
d within a 2
, in addition
eys on foot
ddition to en
d/ Queensw
n the Moo
mited parkin
parking be
nutes, with
highway ne
dertaken on
he study are
e Modes
le by a num
ar use. This
t network su
etwork;
nce is gener
National P
Transport
s:
nt mode of
short car trip
2km walking
n to the tow
t between l
ncouraging
RawdFormer Ba
way/ Moor L
or Lane so
ng bay is al
etween the
no return fo
etwork have
Friday 6 a
ea.
mber of non
s section pr
urrounding
rally consid
lanning Po
(PPG13) is
travel at the
ps particular
g distance
wn centre, a
ocal reside
linked trips
don Investarkers Nurs
Transpor
Lane is a m
outhbound
so present
hours of 8
or two hours
e been obt
and Saturda
-car modes
rovides an a
the develop
ered to be
licy Framew
s still viewed
e local leve
rly under tw
of a numbe
s illustrated
ential areas
.
tments Limsery, Clithert Assessm
mini-roundab
entry and
on the wes
8am and 6
s.
tained from
ay 7 Septem
s, providing
appraisal o
pment site,
2km. Altho
ework, Plan
d as a rele
el and offers
wo kilometre
er of reside
d in Figure and the s
mited eroe ment
5
bout.
the
stern
6pm,
m an
mber
real
f the
with
ough
nning
evant
s the
es’.
ential
2-2.
ite a
131
2.3.
2.3.
2.3.
2.3.
2.3.
2.3.
2.3.
1-01/TA01
4 Along
carriage
infrastru
600m f
Whalley
5 Street l
pedestr
provide
6 An unc
betwee
pedestr
metres
Cycling
7 Advisor
A671 W
Road.
8 An acc
that:
‘Cycling
those u
9 A five k
Waddin
also en
the loca
and em
10 Within t
part of
route’ in
route 9
develop
Whalley R
eway prov
ucture beyo
from the sit
y Road.
ighting is p
rian securit
ed at all junc
controlled p
n its junctio
rian crossin
south of the
g
ry cycle lan
Whalley Roa
eptable cyc
g also has
under 5km a
kilometre ra
ngton and W
ncompasses
ation of the
mployees to
the vicinity
the Lancas
n Lancashir
91, known
pment site.
Road there
iding links
ond. Acce
te) and the
rovided alo
ty and enh
ctions for th
pedestrian
on with Prim
ng facility is
e junction w
nes are pre
ad, between
cle distance
the potent
and to form p
adius of the
West Bradfo
s the antici
e proposed
access the
of the site
shire cyclew
re is located
as the ‘s
are existi
between
ess to the
Railway S
ong all road
hancing roa
e convenie
crossing f
mrose Roa
s located o
with Greena
esent on bo
n its junctio
e is conside
tial to subs
part of a lon
e site; inclu
ford, this is
pated catch
site would
developme
there are
way. Regio
d to the we
southern ro
RawdFormer Ba
ng footway
the site a
main shopp
Station (c. 1
s within the
ad safety.
nce of pede
facility is lo
d and Little
on Whalley
acre Street.
oth sides o
on with Prim
ered to be
stitute for s
nger journe
udes the ar
illustrated
hment of th
provide the
ent by bicyc
two regiona
onal route 9
est of the de
oute’ is loc
don Investarkers Nurs
Transpor
ys on both
and the ex
ping area o
.4km from
e vicinity of
Dropped
estrians.
ocated on
emoor Road
y Road, ap
of the carria
mrose Road
up to 5km
short car tri
y by public
eas of Cha
in Figure 2he propose
e opportuni
cle.
al cycling ro
90, known a
evelopment
cated to th
tments Limsery, Clithert Assessm
h sides of
xisting foot
of Clitheroe
the site) is
the site, ai
kerbs are
Whalley R
d. A contro
pproximately
ageway on
d and Littlem
m. PPG13 n
rips, particu
transport.’
atburn, Wis
2-3. This
ed store. T
ty for shop
outes that
as the ‘nort
t site. Regi
he east of
mited eroe ment
6
the
tway
e (c.
s via
iding
also
Road
olled
y 25
n the
moor
notes
ularly
well,
area
Thus,
pers
form
hern
ional
the
131
2.3.
2.3.
2.3.
2.3.
2.3.
1-01/TA01
11 As part
up to 1
store e
staff. S
transpo
Public
12 Access
Institute
Develop
bus sto
13 Severa
stop loc
A671 W
Table 2
Serv
280
231
26
22
27
Source: ww
14 The tab
the A67
services
linking t
15 Clithero
approxi
seating
at the s
t of the trav
0 bicycles
ntrances, c
Such measu
ort by emplo
Transport
to the site
e of Highw
pments’ (19
p should be
l bus servic
cated adjac
Whalley Roa
2-1: Bus Se
ice
0 Cl
1 Clith– C
6 Shu
Wha
2 ClitWil
7 ClitWil
ww.lancashirebus.
ble demons
71 Whalley
s provide c
to other sur
oe Railway
mately 1.4k
. Cycle loc
station is de
vel planning
will be pro
changing an
ures will inc
oyees and c
by public tr
ways and T
999) recom
e 400m, equ
ces are acce
cent to the
ad are detai
ervices and
Destin
itheroe – Wheroe – Whallayton-le-Mouttleworth M
alley – ClitherPre
theroe – Whapshire – Bla
Shadstheroe – Whapshire – Bla
Shads.co.uk
strates that
Road, thro
connections
rrounding re
y Station
km from the
ckers are p
tailed in Ta
g process fo
ovided with
nd locker fa
crease the a
customers o
ransport is e
Transportatio
mends that
uating to an
essible with
e site acces
led in Table
d Headway
nation
halley - Prestley – Gt Har
oors – Accrinead – Sabderoe – Blackbston alley – Langhckburn – RBsworth alley – Langhckburn – RBsworth
there are a
oughout the
s into Clithe
esidential ar
is located
e site. The
resent at th
able 2-2.
RawdFormer Ba
or the deve
in the deve
acilities will
attractivene
of the site.
excellent. G
on ‘Plannin
t the maxim
n approxima
hin a short w
ss. Service
e 2-1.
s
Monton 6wood gton
en – burn – 3
ho – BH – 3
ho – BH – 6
a number o
e week and
eroe and W
reas.
d on Stat
e station ha
he station.
don Investarkers Nurs
Transpor
elopment, cy
elopment si
also be pr
ss of cyclin
Guidance p
ng for Publ
mum walkin
ate five minu
walk of the
es that ope
Bus Headwn – Fri Sat60
6 se
30
30
60
f services o
during wee
Whalley cent
tion Road
s a shelter,
The rail se
tments Limsery, Clithert Assessm
ycle parking
ite close to
rovided for
ng as a mod
published by
lic Transpo
ng distance
ute walk.
site, with a
erate along
way (minuteturday Su60
ervices
60
30
60
operating a
ekends. Th
tres, as we
in Clithe
, ticket hall
ervice opera
mited eroe ment
7
g for
o the
Aldi
de of
y the
ort in
to a
a bus
g the
es) unday 120
120
60
120
along
hese
ell as
eroe,
and
ating
131
2.3.
2.3.
2.3.
2.3.
2.4
2.4.
2.4.
2.5
2.5.
1-01/TA01
Table 2
C
*more freq
16 The st
develop
services
accessi
17 Bus sto
Street.
18 Althoug
the pro
site to t
19 The Tra
and cus
Append
Access
1 As per
for no
Plannin
propose
2 The sc
comple
Summa
1 Overall
users o
to prom
2-2: Rail Se
Rout
Clitheroe – BlManche
uent services dur
tation is w
pment. It
s permit tr
ibility to the
ops for the R
gh the use o
posed store
travel by rai
avel Plan fo
stomers to
dix D.
sibility Sco
Lancashire
n-residentia
ng Guidanc
ed developm
core for the
ted questio
ary
it is evide
of public tra
mote the use
ervice and H
te
ackburn – ester ring morning & e
with an ac
is also with
ravel for u
station by
Railway Sta
of rail for ret
e to the rail
l.
or the retail
use public
ore Calculat
e County Co
al develop
ce ‘Access
ment.
e developm
nnaire is co
ent that the
ansport. Th
e of such su
Headways
RaMon –
60*evening peaks
cceptable
hin cycling
up to two
bicycle.
ation are loc
tail food sho
station offe
units would
transport.
tor
ouncil’s gui
ments, co
s and Park
ment is 17
ontained in A
e site is ac
he proposed
ustainable m
RawdFormer Ba
ail Headways– Fri Satur
* 60
walking di
distance o
bicycles o
cated on Ra
opping trips
ers the pote
d include me
An Interim
idance the
ontained w
king’, has
– medium
Appendix E
cessible to
d developm
modes of tra
don Investarkers Nurs
Transpor
s (minutes) rday Sund
0 60
stance of
of the site.
on all serv
ailway View
s is limited,
ential for em
easures to e
Travel Pla
accessibility
ithin the
been com
m accessibil
E.
pedestrian
ment will inc
ansport.
tments Limsery, Clithert Assessm
day
0
the propo
Northern
vices facilita
Road and
the proximi
mployees a
encourage
n is include
ty questionn
Supplemen
mpleted for
lity level.
ns, cyclists
clude meas
mited eroe ment
8
osed
Rail
ating
King
ity of
t the
staff
ed in
naire
ntary
the
The
and
ures
131
3.0
3.1.
3.2
3.2.
3.2.
3.2.
1-01/TA01
TRANS
1 This se
to the p
the rele
complia
key tran
Nationa
Nationa
1 The pr
transpo
(NPPF,
applicat
movem
2 The NP
guidanc
Plans to
3 Howeve
develop
delivery
followin
proposa
‘Plans
transpo
develop
SPORT PLA
ection exam
proposed re
evant backg
ant with pol
nsport-relate
al Policy
al Planning
eparation o
ort policy g
2012), whi
tions for n
ent.
PPF provide
ce relating t
o define spe
er the NPP
pment. It d
y of sustain
ng guidanc
als:
should pro
ort modes
pments sho
To accomm
Give priorit
high quality
Create saf
traffic and
appropriate
ANNING PO
mines nation
edevelopme
ground to d
icy objectiv
ed policy as
g Policy Fra
of this Tra
guidance se
ich advocat
ew develo
es a policy
to planning
ecifics.
PF central
defines tran
nable develo
e with reg
otect and e
for the m
uld be locat
modate the e
ty to pedest
y public tran
fe and sec
cyclists or
e establishin
OLICY CON
nal and loca
ent site. Th
demonstrat
ves at local
spects.
amework
nsport Ass
et out in N
tes the subm
pment, wh
structure,
policy from
theme is p
nsport plann
opment. In
gard to loc
exploit oppo
movement
ted and des
efficient del
trian and cy
nsport;
cure layouts
r pedestrian
ng home zo
RawdFormer Ba
NTEXT
al transport
e purpose o
te that the
and nation
sessment is
National Pla
mission of s
ich genera
which is in
m a nationa
presumption
ning policies
n this regar
cation and
ortunities fo
of goods
signed wher
livery of goo
ycle movem
s which m
ns, avoiding
ones;
don Investarkers Nurs
Transpor
policy obje
of this secti
proposed d
nal levels, f
s consisten
anning Pol
such docum
te significa
herently lim
al level; and
n in favour
s as a key
rd the NPP
design o
or the use
or peopl
re practical
ods and sup
ments, and
minimise con
g street clu
tments Limsery, Clithert Assessm
ectives rele
on is to pro
developme
focusing on
nt with nati
licy Framew
ments to sup
ant amount
mited in spe
d requires L
r of sustain
element to
PF identifies
of developm
of sustain
le. There
l to:
pplies;
have acces
nflicts betw
utter and w
mited eroe ment
9
evant
ovide
nt is
n the
ional
work
pport
ts of
ecific
Local
nable
o the
s the
ment
nable
efore
ss to
ween
where
131
3.2.
3.2.
3.2.
3.2.
1-01/TA01
4 Clearly
propose
located
the pote
access
5 In addit
can be
demons
6 It is th
overridi
develop
7 With reg
‘All dev
support
decision
Incorporate
vehicles; an
Consider th
(Para. 35)
not all the
ed redevelo
in a susta
ential for at
to high qua
tion, the site
e accessed
strated in th
erefore con
ng objectiv
pment in the
gard to traff
velopments
ted by a Tr
ns should ta
the opportu
depending
for major tr
safe and s
and
improveme
cost effect
Developme
grounds wh
severe’. (P
e facilities fo
nd
he need of p
objectives o
opment site
inable posi
ttracting trip
ality public t
e benefits f
d by such
he following
ncluded tha
es of the N
e context of
fic impact o
that genera
ransport St
ake accoun
unities for s
on the nat
ransport infr
suitable acc
ents can be
tively limits
ent should
here the re
Para. 32)
for charging
people with
of the NPPF
e. Howev
tion with re
ps that are
transport fac
from good p
modes, by
chapters.
at the deve
NPPF and c
f the policy.
of developm
rate significa
tatement or
nt of whethe
sustainable
ture and loc
rastructure;
cess to the
e undertake
s the signi
only be
esidual cum
RawdFormer Ba
g plug-in an
disabilities
F presented
ver, it is co
egard to loc
already on
cilities, part
pedestrian a
y a wide
elopment p
an be cons
ment proposa
ant amount
r Transport
er:
transport m
cation of th
site can b
en within th
ificant impa
prevented
mulative imp
don Investarkers Nurs
Transpor
nd other ultr
by all mode
d above are
onsidered t
cal resident
the highwa
icularly trav
and cycle c
residential
proposal ac
sidered to b
als, the NPP
ts of movem
t Assessme
modes have
e site, to re
e achieved
he transpo
acts of the
or refused
pacts of de
tments Limsery, Clithert Assessm
ra-low emis
des of transp
e relevant to
that the sit
tial populati
ay network
vel by bus.
connectivity
population
ccords with
be a sustain
PF states:
ment should
ent. Plans
e been take
educe the n
d for all peo
ort network
e developm
d on trans
evelopment
mited eroe ment
10
ssion
port.’
o the
te is
ions,
and
and
, as
the
nable
d be
and
n up
need
ople;
that
ment.
sport
t are
131
3.2.
3.2.
3.3
3.3.
3.3.
3.3.
3.3.
3.3.
1-01/TA01
8 Given t
produce
examin
above
guidanc
9 The pre
develop
Local P
Local T
1 Local T
improvi
determi
County
strategy
2 The un
measur
non-car
conside
3 The Pla
achieve
safety a
Ribble
4 The loc
which w
develop
5 Policy T
In maki
will atta
the scale
ed to acc
es the req
and finds
ce criteria.
eparation o
pment there
Policy
Transport P
Transport Pl
ng accessi
ine borrowi
Councils
y.
derlying the
res to foste
r modes. T
ered.
an aims to
ed in reduc
and improve
Valley Dist
cal plan for
was adopte
pment inclu
T1 which sta
ing decision
ach conside
of the dev
company th
uired elem
that the d
of this Tran
efore compl
Plan
lans (LTP’s
bility and s
ing approva
(LCC) Loca
eme and ob
r and achie
This provide
o build upo
cing conges
ed air qualit
trict Wide L
Ribble Vall
ed in June 1
de:
ates
ns on deve
rable weigh
velopment,
he applica
ments define
developmen
nsport Asse
ies with this
s) are aimed
safety and
als for fund
al Transpo
bjectives of
eve improve
es the cont
on the succ
stion, enhan
ty.
Local Plan
ley is the R
1998. Rele
elopment p
ht to:
RawdFormer Ba
a Transpo
tion. This
ed within th
nt proposal
essment in
s guidance.
d at tackling
are used b
ding transp
ort Plan 20
f the LTP ar
ed opportun
text for spe
cess of oth
nced public
, 1998
Ribble Valley
evant saved
roposals th
don Investarkers Nurs
Transpor
ort Assessm
s Transpo
he NPPF a
s meet wi
support of
g congestio
by Central
ort scheme
11 – 2021
re to promo
nities for tra
ecific local m
her plans a
c transport,
y District W
d policies to
he local pla
tments Limsery, Clithert Assessm
ment has b
ort Assessm
as summar
ith the def
f the propo
n and pollu
Governmen
es. Lancas
, is a 10
ote policies
avel choice
measures to
and the res
improved
Wide Local P
o the propo
anning auth
mited eroe ment
11
been
ment
rised
fined
osed
ution,
nt to
shire
year
and
es by
o be
sults
road
Plan,
osed
hority
131
3.3.
3.4
3.4.
3.4.
1-01/TA01
6 Policy T
All deve
and ser
Summa
1 The ov
accessi
of the lo
2 Local p
provide
The availa
moving to a
The relation
The provis
cyclists and
Proposals
areas at lo
the private
Proposals
offer a ran
opportunitie
Proposals
improve ch
rather than
regularly; a
Proposals w
or off stree
work and o
T7 states:
elopment p
rvicing spac
ary
verriding th
ible by sust
ocal commu
policy echo
es more deta
ability and
and from the
nship of the
ion made f
d those with
which pro
ocations wh
car;
which stren
nge of eve
es by protec
which loca
hoice for p
drive betw
and
which limit p
et parking p
ther journey
proposals w
ce.
eme of na
tainable me
unity.
oes the su
ail in terms
adequacy
e developm
e site to the
for access
h reduced m
omote deve
hich are hig
ngthen exis
eryday com
cting and en
ate develop
people to w
ween homes
parking pro
provision to
ys where th
will be requi
ational polic
eans of tran
ustainability
of access a
RawdFormer Ba
of public
ment;
primary roa
to the dev
mobility;
elopment w
ghly access
sting town
mmunity sh
nhancing th
pment in a
walk, cycle
s and faciliti
ovision for d
o discourag
here are effe
ired to prov
cy is that
nsport and
y sentimen
and parking
don Investarkers Nurs
Transpor
transport t
ad network;
velopment b
within exist
sible by me
and village
hopping an
heir viability
areas which
or catch p
es which th
developmen
ge reliance
ective altern
vide adequa
developme
accessible
t of nation
.
tments Limsery, Clithert Assessm
to serve th
;
by pedestri
ting develo
eans other
e centres w
nd employm
y and vitality
h maintain
public trans
hey need to
nts and othe
on the ca
natives.
ate car par
ents should
to all mem
nal policy
mited eroe ment
12
hose
ians,
oped
than
which
ment
y;
and
sport
visit
er on
r for
rking
d be
bers
and
131
3.4.
3.4.
1-01/TA01
3 Sectionlevel of
accords
4 The foll
is comp
demons
accessi
n 2.0 of this
f pedestria
s with the a
lowing chap
pliant with l
strate that
ibility to key
s document
n, cycle a
ims of susta
pters of this
local and n
the develo
y services b
t demonstra
nd public
ainable dev
s report will
national poli
opment pro
by a range o
RawdFormer Ba
ates that the
transport a
velopment a
show that t
icy objectiv
posal is we
of sustainab
don Investarkers Nurs
Transpor
e site benef
accessibility
as set out ab
the propose
es in this r
ell located
ble modes.
tments Limsery, Clithert Assessm
fits from a g
y and there
bove.
ed developm
respect and
in terms o
mited eroe ment
13
good
efore
ment
d will
of its
131
4.0
4.1
4.1.
4.1.
4.2
4.2.
4.2.
4.2.
4.3
4.3.
1-01/TA01
THE PR
Overvie
1 The dev
Nursery
sales a
and 10
child sp
2 The pro
Propos
1 The pro
Road.
access.
01 attac
2 The vis
at 2.4 x
is illustr
3 A swep
access
01/ATR
that the
Access
1 As disc
accessi
and pub
ROPOSED
ew
velopment
y to include
area and a
0 car park
paces) and s
oposed site
sed Means
oposed acc
Dropped ke
. The gene
ched in App
sibility splay
x 43m; for a
rated in draw
pt path anal
junction, a
R-03 and 13
e site access
sibility App
cussed earl
ibility by su
blic transpo
The redeve
distance of
with good,
the site;
DEVELOP
proposals i
e an Aldi d
593sqm No
ing spaces
stands to ac
layout for t
of Access
cess will b
erb and tact
eral access
pendix C.
ys are in lin
road opera
wing 131-0
ysis of the
16.5 metre
31-01/ATR-0
s junctions
praisal
lier in the r
ustainable m
ort; for instan
elopment w
f local shop
well-lit foot
MENT
nclude the
discount foo
on-food ret
s (including
ccommoda
he develop
be via a pr
tile paving w
arrangeme
ne with the
ating a 30 m
1/GA-01 att
largest veh
e articulated
04, attache
can suitabl
report, the
modes of tr
nce:
would prov
ps, service
tways and p
RawdFormer Ba
redevelopm
od store of
ail unit, wit
four disab
te 10 bicycl
ment is atta
riority contr
will be prov
nt is illustra
Manual for
mph speed
tached in A
hicle that wo
d vehicle, is
d in Appeny accommo
proposal s
ransport, na
ide retail o
s and resid
pedestrian
don Investarkers Nurs
Transpor
ment of the
f approxima
h associate
bled and ei
es.
ached in Ap
olled juncti
ided over th
ted in draw
Streets rec
limit. This l
Appendix C
ould use the
illustrated
ndix C. It is
odate this si
site offers a
amely by w
opportunity
dential area
crossings i
tments Limsery, Clithert Assessm
former Bar
ately 1,490
ed service
ght parent
ppendix B.
ion off Wha
he developm
wing 131-01/
commendat
level of visi
C.
e proposed
in drawing
s demonstr
ize of vehic
a good leve
walking, cyc
within wa
as of Clithe
n the vicini
mited eroe ment
14
rkers
0sqm
area
and
alley
ment
/GA-
tions
bility
d site
131-
rated
le.
el of
cling,
lking
eroe,
ty of
131
4.4
4.4.
4.4.
4.4.
1-01/TA01
Parking
1 Parking
this dev
Plannin
Clithero
investo
growth/
below,
develop
2 The car
3 In addit
Numerous
access; and
The propo
sustainable
changing a
g
g standards
velopment
ng Guidanc
oe as a Lev
r interest an
/ developme
which also
pment.
r parking sta
Food Reta
provision) o
Non Food
provision) o
tion, there is
Parking for
a minimum
provision; a
One cycle
provided.
bus service
d
osed schem
e trip move
nd locker fa
s for Lancas
site. Thes
ce (SPG) ‘A
vel 3 area i
nd/ or has e
ent. This is
o reflect the
andards rel
ail – a ma
of between
Retail – a
of between
s also a req
r the mobilit
m level of 1
and
parking sp
es stop with
me would
ements, in
acilities for s
shire Coun
se standard
Access and
.e. attracts
experienced
s reflected
e accessib
evant to the
aximum pr
1:15 – 1:16
maximum
1:21 – 1:24
quirement fo
ty impaired
1 per 10 ca
pace per 10
RawdFormer Ba
hin a short
incorporate
ncluding on
staff.
ty Council
ds are set
d Parking’.
comparativ
d comparati
in the car p
ility level (
e proposed
rovision (in
6; and
provision (
4
or a minimu
and paren
ar parking
0 car parkin
don Investarkers Nurs
Transpor
walk of the
e facilities
n site cycle
have been
out in the
The guid
vely medium
vely mediu
parking stan
medium) of
developme
ncluding dis
including d
m of:
t/ child sho
spaces as
ng spaces
tments Limsery, Clithert Assessm
e proposed
to encou
e parking
considered
Supplemen
dance alloc
m/ low leve
m/ low leve
ndards outl
f the propo
ent are:
sabled par
isabled par
ould be mad
part of ov
should also
mited eroe ment
15
site
rage
and
d for
ntary
cates
els of
els of
lined
osed
rking
rking
de at
verall
o be
131
4.4.
4.4.
4.4.
4.4.
4.4.
1-01/TA01
4 The ma
store w
store w
support
and eig
maximu
encoura
Further
spaces
parking
5 Further
Plan, w
features
these w
develop
sustaina
6 The Inte
adopted
be mon
7 It is sta
Travel P
‘Good t
driving
lot of c
proporti
free-flow
Travel
peaks’.
8 Althoug
attractio
plannin
associa
for this
aximum ca
would be bet
would be be
ted by the p
ght parent a
um car pa
ages the
rmore, the p
complies w
g spaces as
rmore, the
which is atta
s of the si
with a rang
pment of t
able metho
erim Travel
d in order to
nitored.
ated in the D
Planning (M
travel plans
to work by
ar miles an
ionally mor
wing one ca
Plans redu
gh this 15%
on of the s
g initiatives
ated with the
report repre
r parking p
tween 93 an
etween 19 a
provision of
and child sp
rking, whic
use of a
provision of
with inclusiv
part of ove
proposed d
ached as Ate, which e
ge of mea
he Travel
ds of travel
Plan descr
o encourag
Department
March 2008)
s have typic
15%. This
nd congesti
re because
an be just a
uce traffic m
% discount
ite detailed
s will have
e developm
esent a rob
provision fo
nd 99 space
and 22 spa
f 100 car pa
paces. This
ch reflects
alternative
four disabl
ve mobility s
erall provisio
developmen
Appendix Dencourage
asures and
Plan that
to users of
ribes the str
ge modal sh
t for Transp
), that:
cally succee
s modest s
ion avoided
the differe
a small amo
most durin
t has not
d in Sectione a signific
ment. In this
ust case.
RawdFormer Ba
or the 1,49
es and for t
ces. It is p
arking spac
s provision
the site’s
travel mod
ed and eigh
standards o
on.
nt is suppo
D. The Inte
sustainable
initiatives
would furt
f the site.
rategy throu
hift as well a
port docume
eded in cut
sounding pe
d..... The d
ence betwe
ount of traffi
ng the key
been app
n 6.0, it is
cant effect
s regard the
don Investarkers Nurs
Transpor
0sqm disco
the 593sqm
proposed th
es, includin
is less tha
accessible
des to the
ht parent an
of providing
orted by an
erim Travel
e travel an
to be con
ther promo
ugh which in
as detailing
ent The Ess
tting the num
ercentage tr
difference to
en a jamm
ic that tips i
periods –
lied to the
clear that
on minimi
e assessme
tments Limsery, Clithert Assessm
ount food r
m non-food r
hat the store
ng four disa
n the perm
e location
e private
nd child par
one per 10
n Interim Tr
Plan draw
nd supplem
nsidered in
ote the us
nitiatives w
g how these
sential Guid
umber of pe
ranslates in
o congestio
med road an
it over capa
the rush
e vehicular
thorough tr
sing the tr
ents underta
mited eroe ment
16
retail
retail
e be
abled
mitted
and
car.
rking
0 car
ravel
s on
ments
the
e of
ill be
e will
de to
eople
nto a
on is
nd a
acity.
hour
trip
ravel
raffic
aken
131
4.5
4.5.
4.5.
1-01/TA01
Car Par
1 An ass
propose
profiles
2 The tot
summa
assessm
accumu
parking
Table 4
T
00011111111112
MaximPark
rk Capacity
sessment o
ed develop
of similar s
al parking a
arised in Tament days
ulation has
g accumulat
4-1: Predict
Time Period
07:00 - 08:008:00 - 09:009:00 - 10:0
0:00 - 11:01:00 - 12:02:00 - 13:03:00 - 14:04:00 - 15:05:00 - 16:06:00 - 17:07:00 - 18:08:00 - 19:09:00 - 20:0
20:00 - 21:0mum No. oked at any T
y Assessm
of the pote
pment has
sites.
accumulatio
able 4-1 fo
s. The d
been calcu
ion calculat
ted Car Par
d A0 10 10 80 90 100 100 100 110 100 100 80 60 30 1
of Cars Time
ment
ential accum
been unde
on associat
or the Frid
derivation
ulated is de
tion is attac
rk Accumu
Trip AArr Dep1 0
15 8 86 57 99 85 05 11008 11108 91 14 12005 10507 118
85 10367 75 30 49 16 21
RawdFormer Ba
mulation w
ertaken bas
ed with the
ay and Taof the trip
etailed furth
ched in App
ulation – W
Attraction Accumul
7144357525066606150322450
66
don Investarkers Nurs
Transpor
ithin the c
sed on the
e proposed
able 4-2 fo
p rates fro
er in Sectiendix F.
eekday
lation
tments Limsery, Clithert Assessm
car park of
e daily trip
developme
or the Satu
om which
on 6.0 and
mited eroe ment
17
f the
rate
ent is
rday
the
d the
131
4.5.
4.5.
4.6
4.6.
1-01/TA01
Table 4
T
00011111111112
MaximPark
3 The an
park on
leaving
detrime
4 It shoul
sufficien
average
oppose
assessm
demons
there w
Cycle P
1 In line w
up to 10
provide
encoura
of cycli
Secure
4-2: Predict
Time Period
07:00 - 08:008:00 - 09:009:00 - 10:0
0:00 - 11:01:00 - 12:02:00 - 13:03:00 - 14:04:00 - 15:05:00 - 16:06:00 - 17:07:00 - 18:08:00 - 19:09:00 - 20:0
20:00 - 21:0mum No. oked at any T
nalysis dem
n a Friday
34 and 29
ent to the loc
d be noted
nt detail to d
e of trip rat
ed to 15 m
ment provi
strates that
would be no
Parking
with Lanca
0 bicycles,
ed at the
age their us
ng as a mo
staff locker
ted Car Par
d A0 40 20 80 110 130 120 130 130 110 100 50 10 10 0
of Cars Time
monstrates t
and Saturd
9 spaces va
cal highway
that this typ
determine e
tes derived
minute time
des a goo
this can be
overspill pa
shire Coun
in the form
redevelopm
se. It is ant
ode of tran
rs will also b
rk Accumu
Trip AArr Dep4 2
27 14 81 65 18 97 33 12929 12730 13438 13519 12602 119
53 77 17 27 17 29 0 0
that the ma
day would
acant to ac
y network.
pe of car pa
exact numb
from a sm
e segment
od overview
e accommod
arking on th
nty Council
of five “She
ment site a
ticipated tha
nsport by cu
be provided
RawdFormer Ba
ulation – Sa
Attraction Accumul
15284465697167716446231200
71
aximum ac
be 66 and
ccommodat
ark accumu
bers as it ha
all empirica
ts. Nevert
w of poten
dated within
he surround
standards,
effield” type
adjacent to
at this will i
ustomers a
d.
don Investarkers Nurs
Transpor
aturday
lation
ccumulation
71 vehicle
e seasonal
lation asses
s been form
al dataset i.
theless the
tial parking
n the site ca
ing road ne
covered cy
bicycle sta
o the store
ncrease the
nd employe
tments Limsery, Clithert Assessm
within the
es respectiv
l peaks wit
ssment is n
mulated from
.e. one hou
e accumula
g demand
ar park and
etwork.
ycle parking
ands will als
e entrance
e attractiven
ees of the
mited eroe ment
18
e car
vely,
thout
ot of
m an
ur as
ation
and
that
g for
o be
s to
ness
site.
131
4.7
4.7.
4.7.
4.7.
1-01/TA01
Servici
1 Service
A671 W
success
for the s
store, is
2 For the
would a
that on
3 A track
underta
designe
path al
service
131-01/
ng
e vehicles w
Whalley Roa
sfully imple
site, which
s included a
e Aldi Store
access the
average th
k plot analy
aken using
ers to asse
ignments.
ramp is sa
/ATR-04 att
would use
ad. This is
emented by
provides fu
as Appendi
e, on avera
site per da
ree LGV’s w
ysis of a 1
AutoTrack
ess the swe
The swep
atisfactory, a
tached in A
the propos
a common
Aldi Stores
rther details
ix G to this
ge only thr
ay. For the
would acces
6.5m refrig
k, a specia
ept path of
pt path of
as demonst
Appendix C
RawdFormer Ba
sed custome
servicing a
s nationwid
s of the serv
report
ree 16.5m
e Non-food
ss the site p
gerated arti
alist compu
f different v
these vehic
trated in dra
.
don Investarkers Nurs
Transpor
er access/
arrangemen
de. The se
vicing arran
articulated
retail unit,
per week.
culated veh
uter packag
vehicles as
cles to and
awing 131-
tments Limsery, Clithert Assessm
egress via
nt that has b
ervicing stra
ngements o
service ve
it is anticip
hicle has b
ge that al
they nego
d from the
-01/ATR-03
mited eroe ment
19
a the
been
ategy
f the
hicle
ated
been
lows
otiate
site
and
131
5.0
5.1
5.1.
5.1.
5.1.
5.2
5.2.
5.2.
1-01/TA01
BASEL
Introdu
1 This se
propose
area ne
network
2 LCC ha
an anal
j
3 The fo
establis
Baselin
1 Peak h
counts
Saturda
2 Surveys
(1000 –
peak ho
during t
H. The
LINE TRAFF
uction
ection provid
ed develop
etwork and
k.
ave request
ysis of the f
Whalley Ro
Whalley Ro
Whalley Ro
crossroads
Woone Lan
crossroads
Whalley R
junction; an
Whalley Ro
ollowing se
sh baseline
ne Traffic F
our traffic f
undertaken
ay 7 Septem
s were und
– 1500) pea
ours are 16
the Saturda
e resulting tu
FIC CONDI
des an app
ment site,
d an analy
ed, during s
following ju
oad/ Site Ac
oad/ Primros
oad/ Littlem
;
ne/ Eshton
;
Road/ Gree
nd
oad/ Queen
ections the
conditions
Flows
flows have
n by PCC T
mber 2013 a
dertaken fo
ak periods.
645 - 1745
ay peak. T
urning flows
ITIONS
praisal of th
including th
ysis of acc
scoping dis
nctions:
ccess – prio
se Road –
moor Road/
Terrace/ G
enacre Stre
sway/ Moo
erefore pre
within the a
been deriv
Traffic Infor
at the juncti
r a Weekd
. Analysis
during the
The full surv
s at the junc
RawdFormer Ba
he transpor
he baseline
ident recor
scussions th
ority controll
priority cont
/ Beverley
Greenacre S
eet (one-w
r Lane – mi
sent the
agreed stud
ved from ind
rmation Con
ons detaile
ay PM (15
of the data
Weekday P
vey results
ction are illu
don Investarkers Nurs
Transpor
rt network s
e traffic flow
rds for the
hat the stud
ed junction
trolled junct
Drive – pri
Street – pr
way) – prio
ni-roundabo
methodolog
y area.
dependent
nsultancy o
d in Para. 5
00 – 1830)
a has deter
PM peak an
are attache
ustrated in F
tments Limsery, Clithert Assessm
surrounding
ws on the s
local high
dy area inclu
n;
tion;
iority contro
riority contro
ority contro
out.
gy adopted
manual tur
on Friday 6
5.1.2.
) and Satu
rmined that
nd 1130 - 1
ed in AppeFigure 5-1.
mited eroe ment
20
g the
study
hway
udes
olled
olled
olled
d to
rning
and
rday
t the
1230
ndix
131
5.3
5.3.
5.3.
5.4
5.4.
5.4.
1-01/TA01
Assess
1 The ba
years a
will be
plannin
Table 5
Gro20
Based on st
2 The gro
traffic f
flows.
Commi
1 During
had bee
3/2012/
2 Accordi
applicat
the PM
assessm
the pote
analysis
demons
sment Year
ase traffic h
after anticipa
interrogate
g assumptio
5-1 – Propo
owth Period013 – 2019 tores opening in
owth factor
flows. Figu
itted Devel
scoping dis
en identified
3/2012/063
3/2011/106
3/2010/071
3/2010/082
/0637: 137
ing to the
tion 3/2012
M peak on
ment has b
ential trip a
s of the T
strates that:
Saturday p
rs
has been g
ated develo
ed to obtain
ons. TEMP
osed Growt
d PM W
2014
rs presente
ure 5-2 illu
opment Tr
scussions w
d as impact
37: 137 dwe
64 – 113 dw
9: 270 dwe
20: 80 dwel
dwellings.
e Transpo
2/0637, the
Clitheroe
been undert
attraction of
TRICS dat
:
eak arrivals
growthed fo
opment ope
n growth fa
PRO output
th Factors
Weekday Pe1.0677
ed above,
ustrated the
raffic Flows
with LCC th
ting on the s
ellings. Mit
wellings. Wo
ellings. He
llings. Ridd
Mitton Roa
ort Assess
developme
Road at th
taken for a
f this develo
tabase has
s are 10% o
RawdFormer Ba
or assessm
ning (2014)
ctors for C
s are conta
(Clitheroe
eak Period7
have been
e 2019 (de
s
e following
study area d
ton Road, W
oone Lane,
nthorn Roa
dings Lane,
ad, Whalley
ment acco
ent will gen
he junction
Saturday p
opment dur
s been un
of that of the
don Investarkers Nurs
Transpor
ent to a de
). The TEM
litheroe, us
ined in App
30UL2)
Saturday1
applied to
sign year)
Committed
detailed abo
Whalley;
Clitheroe;
d, Clitheroe
Whalley.
ompanying
nerate 12 tw
with Wisw
peak. In or
ring the Sa
ndertaken.
e PM peak a
tments Limsery, Clithert Assessm
esign year
MPRO datab
sing the de
pendix I.
y Peak Per1.0691
o the surve
baseline tr
d Developm
ove:
e; and
the plan
wo-way trip
well Lane.
rder to estim
aturday pea
The ana
arrivals;
mited eroe ment
21
five
base
efault
riod
eyed
raffic
ments
nning
ps in
No
mate
k an
lysis
131
5.4.
5.4.
5.4.
5.4.
5.4.
1-01/TA01
3 The de
Clithero
calculat
4 It is th
develop
therefor
Further
for in b
accoun
Assess
3/2011/
5 The PM
applicat
accomp
includes
6 No ass
the sam
The res
Saturda
3/2010/
7 The PM
applicat
accomp
includes
Saturday p
and
Saturday p
trips.
evelopment
oe Road a
tions are inc
herefore co
pment (c. 4
re not hav
rmore, it is c
background
t of this
ment. This
/1064: 113
M peak hour
tion 3/2011
panying the
s the study
essment ha
me methodo
sulting traff
ay peak hou
/0719: 270
M peak hour
tion 3/2010
panying the
s the study
eak departu
eak two-wa
will genera
at the jun
cluded in A
onsidered
4.5km away
ve a sign
considered
traffic grow
developme
s conclusion
dwellings.
r trip genera
1/1064 hav
application
area for the
as been un
ology adop
ic flows are
urs.
dwellings.
r trip genera
0/0719 hav
application
area for the
ures are 66
ay trips are
ate four two
nction with
Appendix J.
that given
y) that thes
ificant imp
that an ele
wth, detail
ent has
n has been
Woone La
ation and a
ve been tak
n. The stud
e proposed
ndertaken fo
pted above
e illustrated
Henthorn R
ation and a
ve been tak
n. The stud
e proposed
RawdFormer Ba
6% of that o
32% of tha
o-way trips
h Wiswell
n the dista
se trips will
pact on th
ement of the
in Table 5been take
approved b
ne, Clithero
ssociated d
ken from th
dy area inclu
developme
or the Satu
has been a
d in Figure
Road, Clithe
ssociated d
ken from th
dy area inclu
developme
don Investarkers Nurs
Transpor
of the PM pe
at of the PM
in the Sat
Lane. T
ance from
l have diss
e propose
ese trips wi
5-1. Theref
n within
by highway o
oe
distribution f
he Transpo
uded within
ent.
urday peak
applied to t
5-3 for the
eroe
distribution f
he Transpo
uded within
ent.
tments Limsery, Clithert Assessm
eak departu
M peak two-
turday pea
The associ
the propo
sipated and
ed study a
ll be accou
fore, no fu
this Trans
officers at L
for the plan
ort Assessm
this applica
hour; there
this applica
e PM peak
for the plan
ort Assessm
this applica
mited eroe ment
22
ures;
-way
k on
ated
osed
d will
area.
nted
rther
sport
LCC.
nning
ment
ation
efore
ation.
and
nning
ment
ation
131
5.4.
5.4.
5.4.
5.4.
5.5
5.5.
5.5.
1-01/TA01
8 No ass
the sam
The res
Saturda
3/2010/
9 Accordi
applicat
the PM
assessm
databas
trips in
Lane.
10 It is th
develop
therefor
Further
for in b
accoun
Assess
Summa
11 Figure addition
Person
1 Persona
for the
2013.
2 In total
study a
injury a
essment ha
me methodo
sulting traff
ay peak hou
/0820: 80 d
ing to the
tion 3/2010
M peak on
ment has b
se data det
the Saturd
herefore co
pment (c. 4
re not hav
rmore, it is c
background
t of this
ment. This
ary
5-5 illustra
n of the Com
nal Injury A
al Injury Ac
area surro
12 persona
area, of whi
ccidents we
as been un
ology adop
ic flows are
urs.
dwellings. R
e Transpo
0/0820, the
Clitheroe
een underta
tailed abov
day peak o
onsidered
4.5km away
ve a sign
considered
traffic grow
developme
s conclusion
ated the 20
mmitted Dev
Accident Da
ccident data
ounding the
al injury acc
ch one was
ere recorde
ndertaken fo
pted above
e illustrated
Riddings La
ort Assess
developme
Road at th
aken for a S
ve the deve
on Clitheroe
that given
y) that thes
ificant imp
that an ele
wth, detail
ent has
n has been
019 (design
velopment t
ata
a has been
e site for th
cidents wer
s serious a
d around th
RawdFormer Ba
or the Satu
has been a
d in Figure
ane, Whalley
ment acco
ent will gen
he junction
Saturday pe
elopment w
e Road at
n the dista
se trips will
pact on th
ement of the
in Table 5been take
approved b
year) base
traffic flows
obtained fr
he period J
re recorded
nd 11 sligh
he proposed
don Investarkers Nurs
Transpor
urday peak
applied to t
5-4 for the
y
ompanying
nerate 24 tw
with Wisw
eak. Based
ill generate
the junctio
ance from
l have diss
e propose
ese trips wi
5-1. Theref
n within
by highway o
eline traffic
s detailed ab
om LCC MA
January 200
at the junc
t in severity
d site acces
tments Limsery, Clithert Assessm
hour; there
this applica
e PM peak
the plan
wo-way trip
well Lane.
d on the TR
e eight two-
on with Wis
the propo
sipated and
ed study a
ll be accou
fore, no fu
this Trans
officers at L
c flows with
bove.
ARIO datab
08 to Febr
ctions within
y. No pers
ss.
mited eroe ment
23
efore
ation.
and
nning
ps in
No
RICS
-way
swell
osed
d will
area.
nted
rther
sport
LCC.
h the
base
ruary
n the
sonal
131
5.5.
5.5.
5.5.
5.5.
5.5.
1-01/TA01
3 Five pe
Queens
vehicle
one inv
4 Three p
junction
involved
collision
5 One pe
Littlemo
a vehic
6 Three p
Eshton
one as
weathe
vehicle
7 Althoug
recorde
that the
the site
operatio
ersonal inju
sway/ Moor
and cyclis
volved a veh
personal inj
n of Whalley
d a collision
ns.
ersonal inju
oor Lane. T
le collision.
personal inj
Terrace/ W
serious. T
r conditions
collision an
gh detailed d
ed in the st
ere is no pa
e resulting
on of the ex
ury acciden
r Lane, all w
st collisions
hicle and ch
jury acciden
y Road/ Gr
n between
ry accident
The acciden
ury acciden
Woone Lane
The serious
s (snowing
nd one invo
descriptions
udy area, t
articular tre
from any
xiting site.
nts were re
were slight
s, two accid
hild pedestri
nts were re
reenacre St
a child cyc
t was record
nt was reco
nts occurred
e. Two we
s accidents
). Of the
lved a child
s are not av
the persona
nd or patte
deficiencie
RawdFormer Ba
ecorded at
in severity
dents involv
ian collision
ecorded at
treet, all we
clist and ve
ded at the
rded as slig
d at the jun
ere recorded
s involved a
two slight
d pedestrian
vailable on
al injury acc
ern of road
s in the lo
don Investarkers Nurs
Transpor
the junctio
y. Two acc
ved vehicle
n.
or on the a
ere slight in
hicle, two in
junction of
ght in severi
nction of Gre
d as slight
a vehicle c
accidents,
n and vehicl
the cause o
cident data
accidents in
ocal road n
tments Limsery, Clithert Assessm
on of the A
cidents invo
e collisions
approach to
n severity.
nvolved ve
Whalley R
ity and invo
reenacre St
in severity
collision in
one involve
e collision.
of the accid
would sug
n the vicini
network, or
mited eroe ment
24
A671
olved
and
o the
One
hicle
Road/
olved
reet/
and
poor
ed a
dents
ggest
ty of
r the
131
6.0
6.1
6.1.
6.1.
6.1.
6.2
6.2.
6.2.
6.3
6.3.
1-01/TA01
DEVEL
Overvie
1 An estim
been b
highway
2 As requ
been us
the goo
land us
in pract
85th pe
3 Travel d
based
databas
Existin
1 To furth
taken o
at the
proposa
2 The ap
separat
During
trips.
Propos
Aldi Foo
1 The tra
basis o
Survey
attractio
LOPMENT T
ew
mate of the
based on tr
y networks
uested by L
sed in the a
od range of
es, it is con
tice. Notw
ercentile trip
demand as
on gross fl
se.
g Planning
her enhanc
of the appro
site, whe
als on the lo
pplication co
te blocks a
the PM pea
sed Develo
od Store Tr
ffic generat
of compara
data for dis
on of the pro
TRIP ATTR
vehicular t
rip rates de
Weekday P
LCC during
assessmen
data availa
nsidered unl
withstanding
p attraction r
ssociated w
loor area (
g Consent
e the robus
oved residen
n calculati
ocal highwa
omprised a
and two res
ak the cons
pment Trip
ip Attraction
tion of the
able survey
scount food
oposed dev
RACTION, A
trip attractio
erived from
PM and Sat
g scoping d
nt. Given th
able within t
likely that s
g this, in or
rates have
with the prop
(GFA) using
stness of th
ntial plannin
ng the po
ay network.
a 40-bed n
sidential dw
sented appl
p Attraction
n/
proposed fo
y data con
d stores has
velopment.
RawdFormer Ba
ASSIGNME
on of the pro
m the TRIC
turday peak
discussions
he accessib
the TRICS d
uch 85th pe
rder to ens
been adopt
posed land
g trip rates
he assessm
ng consent
otential imp
nursing hom
wellings wit
ication wou
n
ood store h
ntained with
s been used
don Investarkers Nurs
Transpor
NT AND DI
oposed use
CS databas
k hours.
85th perce
ble location
database fo
ercentile rat
ure a robu
ted in this a
uses has b
s derived fr
ment, no acc
(Applicatio
pact of the
me, 30 apa
h associate
uld generate
has been es
hin the TR
d to assess
tments Limsery, Clithert Assessm
ISTRIBUTIO
e of the site
se for the
entile trips h
of the site
or the propo
tes would o
st assessm
assessment
been estim
rom the TR
count has b
on 3/2010/0
e developm
artments in
ed car park
e c. 35 two-
stimated on
RICS datab
the likely tr
mited eroe ment
25
ON
e has
local
have
and
osed
occur
ment,
.
ated
RICS
been
550)
ment
two
king.
-way
n the
base.
raffic
131
6.3.
6.3.
6.3.
6.3.
6.3.
6.3.
1-01/TA01
2 The trip
store b
conside
3 The 85
calculat
rates ha
Table 6Trip R
85th %
1 – Trip rat2 – Trip rat
4 The qua
on thes
Table 6
Trip R
85th %
5 The trip
trips in
Non-Fo
6 The dev
Individu
the prop
7 The 85
calculat
rates ha
p rates pres
efore the e
eration.
5th percentil
tion and ou
ave been ag
6-1: DiscouRate P
%tile (1S(1
tes for 1600 – 17tes for 1100 – 12
antum of tra
se trip rates,
6-2: Discou
Rate P
%tile (S(
p attraction
the Weekda
ood Retail U
velopment
ual Non-Foo
posed deve
5th percentil
tion and ou
ave been ag
sented below
effects of pa
e trip rates
utput from T
greed with L
unt Food StPeak Perio
PM Peak1600 – 1700aturday Pe
1100 – 1200700 higher than 1200 higher than 1
affic attract
, is summar
unt Food St
Peak PerioPM Peak
1600 – 170aturday Pe1100 – 120
of the propo
ay PM peak
Unit Trip Attr
trip rates ha
od Supersto
elopment.
e trip rates
utput from T
greed with L
w consider
ass-by, tran
s are summ
TRICS is a
LCC during
tore Trip Rod Ar
01) 10
ak 02) 10700 – 1800, ther200 – 1300, ther
ted by the 1
rised in Tab
tore Vehicu
od Ar
0) ak 0)
osed food s
k hour and 3
raction
ave been b
ore sites of
s are summ
TRICS is a
LCC during
RawdFormer Ba
the traffic g
nsferred or
marised be
attached in
g scoping di
Rates per 10rrivals
0.168
0.860 refore these wererefore these were
1,490sqm G
ble 6-2.
ular Trip At
rrivals
152
162
store is anti
321 in the S
based on the
f similar siz
marised be
attached in
g scoping di
don Investarkers Nurs
Transpor
generation o
linked trips
low in TabAppendix
scussions.
00sqm GFADepartures
10.338
10.653 e used in the assee used in the asse
GFA Aldi foo
ttraction
Departures
154
159
cipated to b
Saturday pe
e trip rate p
es and loca
low in TabAppendix
scussions.
tments Limsery, Clithert Assessm
of the propo
s are taken
ble 6-1, the
K. These
A s Two-W
20.50
21.51essment. essment.
od store, ba
s Two-W
306
321
be 306 two-
eak hour.
profiles of O
ations to th
ble 6-3, the
K. These
mited eroe ment
26
osed
into
e full
e trip
Way
06
13
ased
Way
6
-way
Other
at of
e full
e trip
131
6.3.
6.3.
6.3.
6.3.
1-01/TA01
Table 6
Trip R
85th %
8 The qu
based o
Table 6
Trip R
85th %
9 The trip
two-way
hour.
Total Tr
10 The tota
6-5.
Table 6
Trip R
85th %
11 The tot
two-way
hour.
6-3: Non Fo
Rate P
%tile (S(
uantum of t
on these trip
6-4: Non Fo
Rate P
%tile (S(
p attraction
y trips in th
rip Attractio
al trip attrac
6-5: Total V
Rate P
%tile (S(
al trip attrac
y trips in th
ood Retail V
Peak PerioPM Peak
1600 – 170aturday Pe1100 – 120
traffic attrac
p rates, is s
ood Retail V
Peak PerioPM Peak
1600 – 170aturday Pe1100 – 120
of the prop
he Weekda
n
ction of the
Vehicular T
Peak PerioPM Peak
1600 – 170aturday Pe1100 – 120
ction of the
he Weekda
Vehicular T
od Ar
0) 3
ak 0) 2
cted by the
summarised
Vehicular T
od Ar
0) ak 0)
posed non-f
ay PM peak
e proposed
rip Attracti
od Arr
0) 1
ak 0) 1
e proposed
y PM peak
RawdFormer Ba
Trip Rates
rrivals
3.431
2.485
e 593sqm
d in Table 6
Trip Attract
rrivals D
20
15
food retail u
k hour and
developme
ion
rivals D
72
77
developme
k hour and
don Investarkers Nurs
Transpor
per 100sqm
Departures
3.966
2.140
GFA non-f
-4.
tion
Departures
24
13
unit is antic
27 in the
nt is summ
epartures
178
171
nt is anticip
348 in the
tments Limsery, Clithert Assessm
m GFA
s Two-W
7.39
4.62
food retail
s Two-W
44
27
cipated to b
Saturday p
marised in T
Two-W
349
348
pated to be
Saturday p
mited eroe ment
27
Way
7
5
unit,
Way
e 44
peak
able
ay
349
peak
131
6.3.
6.3.
1-01/TA01
Trip Typ
12 It is wid
develop
network
another
existing
been id
Transpo
13 The im
Transfe
heavily
pes
dely accept
pment are
k. Many of
r location,
g pattern of
dentified in
ort Assessm
New Trips:
prior to the
Pass-by Tr
directly adj
the site.
Linked Trip
proposed d
existing ad
established
Diverted T
network bu
divert from
Transferred
network, a
developme
transfer fro
shoppers s
located for
mportance o
erred trips
on these tr
ted that, the
not compr
the trips m
or where a
f travel beh
associatio
ment, DfT, 2
Trips that
opening of
rips: Trips w
acent to the
ps: Trips tha
developmen
djacent site
d town centr
rips: Trips
ut not the ro
their existin
d Trips: Trip
ccessing s
nt. Slight
om using
switching to
them.
of non-prim
are empha
rip types in o
e total num
rised wholly
may in fact a
a visit to th
haviour. Th
on with new
2007):
t do not ap
f the develo
which are a
e point of a
at will have
nt site, betw
es, or betw
re.
which are
oad from w
ng use to ac
ps which a
imilar sites
tly differen
an existing
o a new fo
mary trips,
asised by r
order to sur
RawdFormer Ba
mber of trips
y of new t
already exis
he store wi
he following
w retail dev
ppear anyw
pment.
already pre
access to th
multiple de
ween both
ween the d
e already p
hich the sit
ccess the s
are already
s in close p
t from div
g developm
ood store t
i.e. Pass-b
retailers wh
rvive.
don Investarkers Nurs
Transpor
s attracted
rips to the
st on the ne
ll be incorp
g vehicular
velopments
here on the
esent on the
he site, whi
estinations e
the develo
developmen
present on
e access is
ite.
present on
proximity to
erted trips
ment to a
that is mor
by, Linked,
ho suggest
tments Limsery, Clithert Assessm
to a new r
e local high
etwork, albe
porated into
trip types h
s (Guidance
e road netw
e road netw
ch will turn
either within
pment site
nt site and
the local
s taken and
n the local
o the propo
, these w
new one,
re convenie
, Diverted
t that they
mited eroe ment
28
retail
hway
eit at
o an
have
e on
work
work
into
n the
and
d an
road
d will
road
osed
holly
i.e.
ently
and
rely
131
6.3.
6.3.
6.3.
6.3.
1-01/TA01
14 The pre
where t
are unli
shoppin
highway
food sto
highway
15 As agre
retail u
retail an
linked t
with the
propose
discoun
reductio
Table 6
Trip R
85th %
5% Reducti
16 Therefo
minus Tthe Wee
17 For a ro
trips att
network
the ope
that as
remaini
transfer
given th
emise of no
the highway
ikely to emb
ng at these
y network,
ore, who tra
y network.
eed with LC
nits. Thes
nd the non
trips have b
e non-food
ed food stor
nted from t
on in the tot
6-6: Linked
Rate P
%tile (S(
on applied to the
ore, the tota
Table 6-6, r
ekday PM p
obust asses
tracted to t
k, i.e. trips
ening of the
few as 10
ng 80% of
rred trips fr
he sites loca
on-primary
y network e
bark on a si
times. Dur
it is likely
avel by car
CC, 5% of t
se linked tr
-food retail
been calcula
retail eleme
re i.e. to av
the non-foo
tal number o
Trips Red
Peak PerioPM Peak
1600 – 170aturday Pe1100 – 120e non-food retail
al trip attrac
resulting in
peak hour a
ssment, it h
the propose
that do not
e developm
0% of trips
total trips w
rom other re
ation, no trip
trips is one
experiences
ingle purpo
ring the hou
that the m
r, would hav
trips are ass
rips represe
element o
ated on the
ent, which
void double
od retail on
of trips, as
uction
od Ar
0) ak 0) element only.
ction of the
a two-way
and 347 in t
as been as
ed discount
t appear an
ment (the TR
to food ret
will be non-
retail units i
ps will be d
RawdFormer Ba
e that is pa
s peak hour
se home ba
urs of peak t
ajority of c
ve already
sumed to b
ent custom
of the site d
e basis of th
generate lo
discounting
nly. This
detailed in T
rrivals D
-1
-1
e proposed
trip attracti
he Saturday
ssumed that
t food store
nywhere on
RICS resea
tail stores c
-primary trip
in the local
iverted.
don Investarkers Nurs
Transpor
articularly tr
r congestion
ased trip to
traffic dema
ustomers to
been prese
be linked trip
ers visiting
during the s
he traffic lev
ower traffic
g the 5% lin
results in
Table 6-6.
Departures
-1
-1
developme
ion of 347 t
y peak hou
t 20% of the
e will be ne
the road n
rch paper 9
could be n
ps comprisin
area. It is
tments Limsery, Clithert Assessm
rue in locat
n as custom
undertake
and on the
o the propo
ent on the
ps between
g both the
same trip.
vels associ
levels than
ked trips w
a very mo
s Two-W
-2
-1
ent is Tabletwo-way trip
r.
e vehicular
ew trips on
network prio
95/2 sugge
ew trips).
ng pass-by
s assumed
mited eroe ment
29
tions
mers
food
local
osed
local
n the
food
The
ated
n the
ill be
odest
Way
e 6-5
ps in
total
n the
or to
ested
The
and
that
131
6.3.
6.3.
6.3.
6.3.
1-01/TA01
18 Given t
Road, a
majority
demand
19 The re
robustn
these tr
the ope
20 On the
TRICS
breakdo
Weekda
agreed
Table 6
21 The res
Table 6
P
PM(1600
Satur(1100
the location
a main rout
y of the no
d would com
emaining tr
ness and g
rips did not
ening of the
e basis of
Report 95
own of dev
ay and Sat
with highwa
6-7: Trip Ty
Tr
Ne
Trans
Pass
sulting trip a
6-8: Vehicle
Peak
M Peak 0 – 1700)
rday Peak 0 – 1200)
n of the pr
te into the
on-primary t
mprise pass
rips will th
iven the pr
appear on
developme
the above
5/2, Table velopment tr
urday trip t
ay officers a
ypes Used
rip Type
ew Trips
ferred Trips
s-By Trips
attraction fo
e Trip Attra
Trip Ty
NewTransfer
Pass-bTotalNew
TransferPass-b
Total
roposed sit
centre of C
trips during
s-by trips.
herefore be
roposed stu
the road n
ent.
reasoning
6-7 prese
rip moveme
type propor
at LCC.
in Analysis
s
r each trip t
action by T
pe Prop
2rred 2by 5l 1
2rred 6by 2l 1
RawdFormer Ba
te in Clithe
Clitheroe, it
g the busie
e Transferr
udy area, i
etwork, with
and evide
ents conse
ents, reflec
rtions. The
s
WeePropo
20
25
55
type are sum
Trip Type
portion A
20% 25% 55% 00%
20% 60% 20% 00%
don Investarkers Nurs
Transpor
eroe, adjac
is consider
st peak ho
red Trips.
t has been
hin the stud
ence presen
ervative es
ting the var
ese proporti
kday ortion
0%
5%
5%
mmarised in
Trip At85th Pe
Arrivals 34 43 94
171 35
105 35
176
tments Limsery, Clithert Assessm
cent to Wha
red that a l
ours of netw
However
n assumed
dy area, prio
nted within
stimates of
riation betw
ions have b
SaturdayProportio
20%
60%
20%
n Table 6-8
ttraction ercentile
Departure35 44 97
176 34
102 34
171
mited eroe ment
30
alley
arge
work
r for
that
or to
the
the
ween
been
y on
8.
es
131
6.4
6.4.
6.4.
6.4.
6.4.
6.4.
6.4.
1-01/TA01
Trip Dis
1 As deta
New, T
trip typ
agreed
New an
2 To refle
minute
based o
3 The dis
been b
seven m
that are
4 Based
from w
develop
Low Mo
and Aig
5 A gravit
based o
populat
calculat
6 The dis
are deta
stribution a
ailed in TabTransferred
pe is detail
with highwa
nd Transferr
ect the catc
drive time,
on a bespok
stribution of
ased on th
minute trav
e greater tha
on this ass
here New a
pment: Cha
oor, Wiswe
ghton, Baile
ty model ha
on journey t
tion centre)
tions is inclu
stribution of
ailed in Tab
and Assign
ble 6-8, the
and Pass-b
ed below.
ay officers a
red Trips Di
chment area
the distribu
ke gravity m
new and tr
he populatio
el time, tak
an 1,000sqm
essment th
and Transf
atburn, St M
ll and Pend
y and Chaig
as been dev
times betwe
and the sit
uded in App
f New and
ble 6-9.
nment
trips attrac
by Trips. T
The prop
at LCC duri
istribution
a of the pro
ution pattern
model.
ransferred tr
on of wards
king accoun
m.
he following
ferred Trips
Marys, Salth
dleton, Wha
gley.
veloped to c
een an estim
te. A copy
pendix L.
Transferred
RawdFormer Ba
cted to the
The distribu
posed distr
ing scoping
oposed stor
n adopted f
rips on the
s within Cli
nt of the loc
wards hav
s could be
hill, Littlemo
alley, Wadd
calculate th
mated cent
y of the grav
d trips by w
don Investarkers Nurs
Transpor
developme
ution associ
ribution pat
discussion
e, assumed
or the deve
local highw
theroe, wit
cation of ot
ve been ide
attracted to
or, Primros
dington and
e distributio
roid of the w
vity model
ward and a
tments Limsery, Clithert Assessm
ent are split
iated with e
ttern has b
ns.
d to be a se
elopment wi
way network
hin the def
her food st
ntified as th
o the propo
se, Edisford
West Brad
on of these
ward (base
and associ
approach ro
mited eroe ment
31
into
each
been
even
ill be
k has
fined
tores
hose
osed
and
dford
trips
d on
ated
outes
131
6.4.
6.4.
6.4.
1-01/TA01
Table 6
Aigh
Edisfo
Wadd
Wiswe
7 The dis
Trips as
the netw
Pass-by
8 Whalley
catchm
proport
Trips m
trips wh
destina
of the s
the trip
Thus no
outside
extende
9 The dis
network
6-9: Propos
Ward
hton, Bailey aChaigley
Chatburn
ord and Low
Littlemoor
Primrose
St Mary's
Salthill
dington and WBradford
Whalley
ell and Pend
stribution of
ssigned to t
work in Figu
y Trip Distri
y Road is
ent of the
ion of trips
made by peo
hich will turn
tions. This
site access
is subsequ
o reduction
of the site
ed beyond t
stribution of
k in Figure
sed Distrib
Deand
Moor
West
leton
New and T
the network
ure 6-3.
bution
a main ro
proposed
s to the dev
ople already
n into the pr
would ther
for the dura
uently adde
has been
e access ju
the highway
f Pass-by tr
6-5.
ution by W
Proportioevelopmen
0.5%
1.4%
5.8%
20.3%
21.3%
16.5%
18.2%
2.6%
9.6%
3.7%
Transferred
k in Figure 6
ute into Cl
developme
velopment,
y using this
roposed de
refore repre
ation of the
ed back to t
made to the
unction. Al
y network p
rips is show
RawdFormer Ba
Ward
on of nt Traffic
%
%
%
%
%
%
%
%
%
%
trips is show
6-2 and Tra
litheroe. G
ent will be
in the pea
link. These
velopment
esent a disc
Pass-by Tr
he network
e traffic on
beit that th
eak hours.
wn in Figur
don Investarkers Nurs
Transpor
Propo
Primrose Lane - le
TA671 Q
Primrose Lane - le
TLittlem
Primrose
B6478 GreenacreLane northLittlemoorA671 Que
A671 Q
Whalley
Whalley
wn in Figuransferred Tr
Given that
e local, it i
ak hours, w
e trips effec
on their wa
count to traf
rip to the de
k once the v
the local hi
he possible
e 6-4 and a
tments Limsery, Clithert Assessm
osed Route
Road - Wooeft onto EshtoTerrace Queensway Road - Woo
eft onto EshtoTerrace moor Road Road - WooLane for arrivals &
e Street - Woh for departur Road – 20%eensway – 8
Queensway
y Road south
y Road south
re 6-1 with
rips assigne
the anticip
is likely th
will be Pas
ctively comp
ay to/ from o
ffic downstr
evelopment
visit has en
ighway netw
trip timelin
assigned to
mited eroe ment
32
e
one on
one on
one
& oone ures % & 0%
h
h
New
ed to
ated
at a
ss-by
prise
other
ream
, but
ded.
work
ne is
o the
131
6.4.
1-01/TA01
10 The tota
used a
proposa
Develop
al developm
as the basi
als set out
pment traffi
ment traffic
s for the a
in the next
c flows are
flows are s
assessment
t section. T
shown in F
RawdFormer Ba
hown in Figt of the im
The 2019 B
Figure 6-7.
don Investarkers Nurs
Transpor
gure 6-6; th
mpact of th
Base plus C
tments Limsery, Clithert Assessm
hese have b
e developm
Committed
mited eroe ment
33
been
ment
plus
131
7.0
7.1
7.1.
7.2
7.2.
7.2.
7.2.
1-01/TA01
IMPACTPERFO
Introdu
1 The fol
level of
local hig
Junctio
1 Capacit
Saturda
junction
Full mo
2 PICADY
and cor
are ge
conditio
possible
conside
Whalley
3 The res
summa
T OF DEVEORMANCE
uction
lowing capa
f traffic wou
ghway netw
on Capacity
ty assessm
ay peak per
ns, as agree
Whalley Ro
Whalley Ro
Whalley Ro
Woone Lan
Whalley Ro
Whalley Ro
del outputs
Y and ARC
rresponding
nerally acc
ons. Values
e queues
eration and
y Road/ Sit
sults of the
arised in Tab
ELOPMENTOF THE LO
acity asses
uld not be
work.
y Assessm
ments have
riod. Asses
ed with LCC
oad/ Site Ac
oad/ Primros
oad/ Littlemo
ne/ Eshton T
oad/ Greena
oad/ Queen
are contain
CADY prese
g likely traff
cepted as
s between
building u
increases i
te Access
e PICADY
ble 7-1.
T PROPOSOCAL HIGH
ssments wil
material on
ments
e been un
ssments ha
C, using the
ccess – PIC
se Road –
oor Road/ B
Terrace/ Gr
acre Street
sway/ Moo
ned in Appe
ents results
fic queues.
representin
0.85 and u
up at the
n vehicular
assessme
RawdFormer Ba
ALS ON THHWAY NET
l demonstra
n the opera
ndertaken f
ave been un
software n
CADY;
PICADY;
Beverley Dr
reenacre St
(one-way) –
r Lane – AR
endix M.
s as Ratio o
RFC value
ng stable a
unity represe
junction d
delay movi
nt are set
don Investarkers Nurs
Transpor
HE OPERATWORK
ate that the
ational perfo
for a Wee
ndertaken fo
oted:
rive – PICAD
treet – PICA
– PICADY;
RCADY.
of Flow to C
es between
and accept
ent variable
during the
ng through
out in Ap
tments Limsery, Clithert Assessm
ATIONAL
e impact of
ormance of
ekday PM
for the follow
DY;
ADY;
and
Capacity (R
n 0.00 and
table opera
e operation
period u
the junctio
ppendix M
mited eroe ment
34
f this
f the
and
wing
RFC)
0.85
ating
(i.e.
nder
n).
and
131
7.2.
7.2.
1-01/TA01
Table 7
Sc
2019
4 The res
the dev
of the h
Whalley
5 The res
summa
Table 7
Scen
20Surv
2019 B
2019 + D
*Including p
7-1: Whalle
cenario
9 Base + Dev
sults of the
velopment p
highway net
y Road/ Pr
sults of the
arised in Tab
7-2: Whalle
nario
13 vey
S
Base*
S
PrPri
Base ev*
S
PrPri
proposed improv
y Road/ Sit
Arm
Site AcA671 –
tur
assessmen
proposals, w
work.
rimrose Ro
e PICADY
ble 7-2.
y Road/ Pr
A
Side RSide Road –
WhalleWhallePrimroSide R
Side Road –Whalle
rimrose Roamrose Roa
WhalleSide R
Side Road –Whalle
rimrose Roamrose Roa
Whallevements as per pl
te Access
m P
Rccess 0– right rn 0
nt show tha
without detr
oad
assessme
rimrose Ro
Arm
Road - left – right & ahy Road (n)
ey Road (s)ose Road Road - left – right & ahy Road (n)ad – left & a
ad – ahead &ey Road (s)Road - left – right & ahy Road (n)ad – left & a
ad – ahead &ey Road (s)lanning applicatio
RawdFormer Ba
– PICADY
PM Peak Ho
RFC Que0.611 2
0.243 0
t the site ac
riment to th
nt are set
oad – PICAD
RF0.0
head 0.00.00.40.00.0
head 0.00.1
ahead 0.1& right 0.5
0.00.0
head 0.00.1
ahead 0.2& right 0.5
0.0n 3/2011/1064
don Investarkers Nurs
Transpor
Results
our Sat
eue RFC0.61
0.27
ccess could
e operation
out in Ap
DY Results
PM Peak Hour
FC Queu003 0
020 0
088 0
413 1
007 0
003 0
022 0
112 0
158 0
529 1
005 0
003 0
024 0
174 0
236 0
584 1
005 0
tments Limsery, Clithert Assessm
turday PeaHour
C Que5 2
5 0
d accommo
nal performa
ppendix M
s
SaturH
ue RFC 0.003 0.022 0.116 0.541 0.008 0.003 0.024 0.079 0.180 0.578 0.005 0.003 0.028 0.185 0.358 0.691 0.005
mited eroe ment
35
ak
ue
date
ance
and
rday Peak Hour
Queue0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 2 0
131
7.2.
7.2.
7.2.
1-01/TA01
6 The res
operate
maximu
scenari
There is
scenari
7 Overall
significa
Whalley
8 The res
summa
Table 7Results
Sce
2013
2019
2019D
sults of the
e within ca
um RFC oc
o, of 0.691
s an increa
o.
, it is con
ant impact u
y Road/ Lit
sults of the
arised in Tab
7-3: Whalls
enario
Survey
9 Base
Base + Dev
e assessm
apacity wit
ccurs in the
on Primros
se in queui
ncluded tha
upon the op
ttlemoor Ro
e PICADY
ble 7-3.
ey Road/
Arm
LittlemooWhalley R
righBeverley
Whalley Rrigh
LittlemooWhalley R
righBeverley
Whalley Rrigh
LittlemooWhalley R
righBeverley
Whalley Rrigh
ment show
th the add
e Saturday
se Road w
ng of one p
at the dev
peration of t
oad/ Bever
assessme
Littlemoor
m
or Road Road (n) - ht y Drive
Road (s) - ht or Road
Road (n) - ht y Drive
Road (s) - ht or Road
Road (n) - ht y Drive
Road (s) - ht
RawdFormer Ba
that the ju
dition of d
Peak 2019
ith an asso
pcu when co
velopment t
the junction
rley Drive
nt are set
r Road/ Be
PM PeaHour
RFC Qu0.109
0.010
0.019
0.089
0.126
0.010
0.023
0.100
0.219
0.011
0.023
0.102
don Investarkers Nurs
Transpor
unction wou
evelopment
9 Base plu
ciated queu
ompared to
traffic woul
as a whole
out in Ap
everley Dr
ak Sa
ueue RF0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.1
0 0.2
0 0.0
0 0.0
0 0.1
tments Limsery, Clithert Assessm
uld continu
t traffic.
s Developm
ue of two p
o the 2019 B
ld not hav
e.
ppendix M
rive – PICA
aturday PeHour
FC Que87 0
20 0
27 0
90 0
96 0
24 0
29 0
00 0
93 0
25 0
33 0
05 0
mited eroe ment
36
e to
The
ment
pcus.
Base
ve a
and
ADY
ak
eue 0
0
0
0
0
0
0
0
0
0
0
0
131
7.2.
7.2.
7.2.
7.2.
1-01/TA01
9 The res
operate
maximu
scenari
10 Overall
significa
Woone
11 The res
summa
Table 7Results
Sce
2013
2019
2019D
12 The res
operate
maximu
scenari
sults of the
e within ca
um RFC oc
o, of 0.293
, it is con
ant impact u
e Lane/ Esh
sults of the
arised in Tab
7-4: Woons
enario
Survey
9 Base
Base + Dev
sults of the
e within ca
um RFC oc
o, of 0.190
e assessm
apacity wit
ccurs in the
on Littlemo
nsidered tha
upon the op
hton Terrac
e PICADY
ble 7-4.
ne Lane/ E
Arm
Woone LGreenacre
righWoone LEshton Te
righWoone L
Greenacrerigh
Woone LEshton Te
righWoone L
Greenacrerigh
Woone LEshton Te
righ
e assessm
apacity wit
ccurs in the
on Woone
ment show
th the add
e Saturday
oor Road wi
at the dev
peration of t
ce/ Greenac
assessme
Eshton Ter
m
Lane (s) e Street - ht
Lane (n) errace - ht Lane (s) e Street - ht
Lane (n) errace - ht Lane (s) e Street - ht
Lane (n) errace - ht
ment show
th the add
e Saturday
Lane (s) wi
RawdFormer Ba
that the ju
dition of d
Peak 2019
th no assoc
velopment
the junction
cre Street
nt are set
rrace/ Gree
PM PeaHour
RFC Qu0.125
0.066
0.096
0.085
0.188
0.072
0.114
0.139
0.200
0.100
0.116
0.152
that the ju
dition of d
Peak 2019
ith no assoc
don Investarkers Nurs
Transpor
unction wou
evelopment
9 Base plu
ciated queu
traffic wou
as a whole
out in Ap
enacre Stre
ak Sa
ueue RF0 0.1
0 0.0
0 0.0
0 0.1
0 0.1
0 0.04
0 0.0
0 0.1
0 0.1
0 0.0
0 0.0
0 0.1
unction wou
evelopment
9 Base plu
ciated queu
tments Limsery, Clithert Assessm
uld continu
t traffic.
s Developm
e.
uld not hav
e.
ppendix M
reet – PICA
aturday PeHour
FC Que37 0
38 0
50 0
34 0
70 0
41 0
57 0
66 0
90 0
92 0
59 0
87 0
uld continu
t traffic.
s Developm
ue.
mited eroe ment
37
e to
The
ment
ve a
and
ADY
ak
eue 0
0
0
0
0
0
0
0
0
0
0
0
e to
The
ment
131
7.2.
7.2.
7.2.
7.2.
7.2.
1-01/TA01
13 Overall
significa
Whalley
14 The res
summa
Table 7
Sc
2013
201
2019
15 The res
operate
maximu
scenari
pcus.
2019 Ba
16 Overall
significa
Whalley
17 The res
summa
, it is con
ant impact u
y Road/ Gr
sults of the
arised in Tab
7-5: Whalle
cenario
3 Survey
19 Base
9 Base + Dev
sults of the
e within ca
um RFC o
o, of 0.888
There is a
ase scenar
, it is con
ant impact u
y Road/ Qu
sults of the
arised in Tab
nsidered tha
upon the op
reenacre St
e PICADY
ble 7-5.
y Road/ Gr
Arm
GreenStre
Whalley(n
GreenStre
Whalley(n
GreenStre
Whalley(n
e assessm
apacity wit
occurs in t
8 on Whall
n increase
io.
nsidered tha
upon the op
ueensway/
e ARCADY
ble 7-6.
at the dev
peration of t
treet (one-w
assessme
reenacre S
m R
nacre eet 0y Road ) 0
nacre eet 0y Road ) 0
nacre eet 0y Road ) 0
ment show
th the add
the PM P
ey Road (n
in queuing
at the dev
peration of t
Moor Lane
Y assessme
RawdFormer Ba
velopment
the junction
way)
nt are set
treet (one-
PM PeakHour
RFC Que
0.000 0
0.648 2
0.000 0
0.863 4
0.000 0
0.888 5
that the ju
dition of d
eak 2019
n) with an
g of one pc
velopment
the junction
e
ent are set
don Investarkers Nurs
Transpor
traffic wou
as a whole
out in Ap
way) – PIC
k Sat
eue RFC
0 0.00
2 0.60
0 0.00
4 0.70
0 0.00
5 0.73
unction wou
evelopment
Base plus
associated
cu when co
traffic wou
as a whole
out in Ap
tments Limsery, Clithert Assessm
uld not hav
e.
ppendix M
CADY Resu
turday PeaHour
C Que
00 0
00 2
00 0
01 3
00 0
34 3
uld continu
t traffic.
s Developm
d queue of
ompared to
uld not hav
e.
ppendix M
mited eroe ment
38
ve a
and
ults
ak
eue
e to
The
ment
five
o the
ve a
and
131
7.2.
7.2.
7.3
7.3.
1-01/TA01
Table 7
Sc
2013
201
2019 B
18 The res
operate
maximu
scenari
There i
Base sc
19 Overall
significa
Summa
1 The jun
conside
accepta
develop
7-6: Whalle
cenario
3 Survey
19 Base
Base + Dev
sults of the
e within ca
um RFC oc
o, of 0.900
s an increa
cenario.
, it is con
ant impact u
ary
nction capa
ered on the
able capac
pment of the
y Road/ Qu
Arm
Moor LaQueens
Whalley Moor LaQueens
Whalley
v Moor LaQueens
Whalley
e assessm
apacity wit
ccurs in the
0 on Queen
ase in queu
nsidered tha
upon the op
acity asses
e local hig
city limits f
e site.
ueensway/
m PM
RFane 0.49
sway 0.68Road 0.42ane 0.55
sway 0.80Road 0.45ane 0.57
sway 0.84Road 0.46
ment show
th the add
e Saturday
nsway with
uing of thre
at the dev
peration of t
ssments un
ghway netw
for a futu
RawdFormer Ba
Moor Lane
Peak Hour
C Queue94 1
81 2
21 1
57 1 09 4 57 1 78 1 40 5 68 1
that the ju
dition of d
Peak 2019
an associa
ee pcus wh
velopment
the junction
ndertaken in
work, will c
re assessm
don Investarkers Nurs
Transpor
e – ARCAD
r Saturda
e RFC 0.483 0.752 0.524 0.531 0.842 0.567 0.569 0.900 0.585
unction wou
evelopment
9 Base plu
ated queue
en compar
traffic wou
as a whole
ndicate tha
ontinue to
ment year,
tments Limsery, Clithert Assessm
DY Results
ay Peak Ho
Queue1 3 1
1 5 1 1 8 1
uld continu
t traffic.
s Developm
e of eight p
red to the 2
uld not hav
e.
at the junct
operate w
, following
mited eroe ment
39
ur
e
e to
The
ment
pcus.
2019
ve a
tions
within
the
131
8.0
8.1
8.1.
8.2
8.2.
8.2.
8.2.
1-01/TA01
SENSIT
Introdu
1 As requ
a numb
conside
support
the offic
of the a
prejudic
Potenti
1 During
had bee
3/2012/
2 The PM
applicat
accomp
develop
Whalley
the stud
3 No ass
the sam
applied
8-1 for t
TIVITY ASS
uction
uested by h
ber of pote
ered comm
ted by Ribb
cer’s recom
appeals. T
ce basis.
ial Develop
scoping di
en identified
3/2012/063
3/2012/091
3/2012/094
3/2013/013
/0630: 504
M peak hour
tion 3/2012
panying the
pment will g
y Road/ Clit
dy area bas
essment ha
me methodo
to this app
the PM pea
SESSMENT
ighway offic
ential deve
itted. It sh
ble Valley B
mmendation
These asse
pments
scussions
d as impact
30: 504 dwe
3: 345 dwe
42: 1,040 dw
37: 260 dwe
dwellings.
r trip genera
2/0630 hav
e applicatio
generate 54
theroe Roa
sed on exist
as been un
ology adop
plication. T
ak and Satu
T
cers at LCC
elopments
hould be n
Borough Co
or subsequ
essments a
with LCC t
ting on the s
ellings. Wh
ellings. Wa
wellings. H
ellings. Clit
Whalley Ro
ation and a
ve been tak
on. The Tr
4 two way t
d. These t
ting turning
ndertaken fo
pted for the
he resulting
urday peak h
RawdFormer Ba
C, this secti
within the
oted that t
uncil at the
uent eviden
are therefor
the followin
study area d
halley Road
addington R
Higher Stand
theroe Road
oad, Barrow
ssociated d
ken from th
ransport As
rips in the P
rips have th
proportions
or the Satu
Committed
g traffic flow
hours.
don Investarkers Nurs
Transpor
on examine
study area
hese applic
e present tim
nce submitte
re presente
ng potential
detailed abo
, Barrow;
Road, Clithe
dish Farm,
d, Whalley.
w
distribution f
he Transpo
ssessment
PM peak at
han been di
s.
urday peak
d Developm
ws are illust
tments Limsery, Clithert Assessm
es the impa
a that are
cations are
me, by virtu
ted with res
ed on a wit
l developm
ove:
roe;
Clitheroe, a
for the plan
ort Assessm
states that
t the junctio
istributed w
hour; there
ments has b
trated in Fig
mited eroe ment
40
act of
not
e not
ue of
spect
thout
ments
and
nning
ment
t the
on of
within
efore
been
gure
131
8.2.
8.2.
8.2.
8.2.
8.2.
8.2.
1-01/TA01
3/2012/
4 The PM
applicat
accomp
includes
5 No ass
the sam
applied
8-2 for t
3/2012/
6 The PM
applicat
accomp
develop
distribu
7 No ass
the sam
applied
8-3 for t
3/2013/
8 The PM
applicat
accomp
develop
Wiswel
the stud
9 No ass
the sam
applied
8-4 for t
/0913: 345
M peak hour
tion 3/2012
panying the
s the study
essment ha
me methodo
to this app
the PM pea
/0942: 1,04
M peak hour
tion 3/2012
panying th
pment have
tion pattern
essment ha
me methodo
to this app
the PM pea
/0137: 260
M peak hour
tion 3/2013
panying the
pment will g
l Lane/ Clith
dy area bas
essment ha
me methodo
to this app
the PM pea
dwellings.
r trip genera
2/0913 hav
application
area for the
as been un
ology adop
plication. T
ak and Satu
40 dwellings
r trip genera
2/0942 hav
e applicat
e been dis
n presented
as been un
ology adop
plication. T
ak and Satu
dwellings.
r trip genera
3/0137 hav
e applicatio
generate 71
heroe Road
sed on exist
as been un
ology adop
plication. T
ak and Satu
Waddingto
ation and a
ve been tak
n. The stud
e proposed
ndertaken fo
pted for the
he resulting
urday peak h
s. Higher S
ation and a
ve been tak
tion. The
stributed thr
within the T
ndertaken fo
pted for the
he resulting
urday peak h
Clitheroe R
ation and a
ve been tak
on. The Tr
1 two way t
d. These tr
ting turning
ndertaken fo
pted for the
he resulting
urday peak h
RawdFormer Ba
on Road, Cl
ssociated d
ken from th
dy area inclu
developme
or the Satu
Committed
g traffic flow
hours.
Standish Far
ssociated d
ken from th
e potential
rough the
Transport A
or the Satu
Committed
g traffic flow
hours.
Road, Whal
ssociated d
ken from th
ransport As
rips in the P
rips have th
proportions
or the Satu
Committed
g traffic flow
hours.
don Investarkers Nurs
Transpor
itheroe
distribution f
he Transpo
uded within
ent.
urday peak
d Developm
ws are illust
rm, Clithero
distribution f
he Transpo
trip gene
study area
Assessment
urday peak
d Developm
ws are illust
ley
distribution f
he Transpo
ssessment
PM peak at
han been di
s.
urday peak
d Developm
ws are illust
tments Limsery, Clithert Assessm
for the plan
ort Assessm
this applica
hour; there
ments has b
trated in Fig
oe
for the plan
ort Assessm
eration of
a based on
t.
hour; there
ments has b
trated in Fig
for the plan
ort Assessm
states that
t the junctio
istributed w
hour; there
ments has b
trated in Fig
mited eroe ment
41
nning
ment
ation
efore
been
gure
nning
ment
the
the
efore
been
gure
nning
ment
t the
on of
within
efore
been
gure
131
8.2.
8.3
8.3.
8.3.
1-01/TA01
Summa
10 Figure develop
flows de
Junctio
1 Capacit
develop
detailed
2 The res
Table 8
ary
8-5 illustra
pment traffic
etailed abov
on Capacity
ty assessm
pment, for a
d below:
Whalley Ro
Whalley Ro
Whalley Ro
Woone Lan
Whalley Ro
Whalley Ro
sults of the a
8-1.
ated the 20
c flows with
ve.
y Assessm
ents have b
a Weekday
oad/ Site Ac
oad/ Primros
oad/ Littlemo
ne/ Eshton T
oad/ Greena
oad/ Queen
assessmen
019 (design
h the additio
ments
been under
y PM and S
ccess;
se Road;
oor Road/ B
Terrace/ Gr
acre Street
sway/ Moo
nts are set o
RawdFormer Ba
n year) bas
on of the Po
rtaken with
aturday pea
Beverley Dr
reenacre St
(one-way)
r Lane.
out in Appe
don Investarkers Nurs
Transpor
eline plus c
otential Dev
the inclusio
ak period fo
rive;
treet;
; and
ndix N and
tments Limsery, Clithert Assessm
committed
velopment tr
on of the ab
or the junct
d summarise
mited eroe ment
42
plus
raffic
bove
tions
ed in
131
8.3.
8.3.
1-01/TA01
Table 8
Junc
WhaRoad
Acc
WhaRo
PrimRo
WhaRo
LittleRo
BeveDr
WoLane/
TerrGree
Str
WhaRo
GreeStr
WhaRo
QueenMoor
*Including p
3 The res
of the ju
Moor La
4 The res
Greena
in the P
queue o
8-1: Sensiti
ction
alley d/ Site cess
alley oad/ mrose oad*
S
P
alley oad/ emoor oad/ erley rive
oone Eshton race/ nacre reet Ealley
oad/ nacre reet alley
oad/ nsway/ r Lane proposed improv
sults of the
unctions of
ane, all junc
sults of the
acre Street d
PM peak wi
of six pcus.
vity Asses
Arm
Site Acc
A671 – rig
Side RoadSide Road –
aheaWhalley R
Primrose Ro& ahe
Primrose Rahead &
Whalley RLittlemoor
Whalley Rorigh
Beverley Whalley Ro
righWoone La
Greenacre righ
Woone Lashton TerraGreenacre
Whalley R
Moor LQueens
Whalley vements as per co
sensitivity a
Whalley Ro
ctions will o
e sensitivity
demonstrat
th a RFC o
ssment Res
m
cess
ght turn
d - left – right &
ad Road (n) oad – left ead Road –
& right Road (s) r Road oad (n) - t Drive
oad (s) - t ane (s) Street - t
ane (n) ace - right e Street
Road (n)
Lane sway Road
ommitted develo
assessmen
oad/ Green
operate well
y assessme
tes that the
of 0.959 on
RawdFormer Ba
sults
PM PeaHour
RFC Qu0.643
0.246
0.003
0.026
0.182
0.300
0.700
0.0050.230
0.011
0.024
0.103
0.217
0.101
0.1220.1770.000
0.959
0.6180.9050.511
pment reference
t demonstra
acre and W
within capa
ent for the j
junction wi
Whalley Ro
don Investarkers Nurs
Transpor
ak Sa
ueue RFC2 0.62
0 0.27
0 0.00
0 0.02
0 0.18
0 0.39
2 0.72
0 0.000 0.29
0 0.02
0 0.03
0 0.10
0 0.19
0 0.09
0 0.050 0.190 0.00
6 0.75
2 0.578 0.921 0.60
3/2011/1064
ate that wit
Whalley Roa
acity.
junction of
ll be approa
oad (n) with
tments Limsery, Clithert Assessm
aturday PeHour
C Que25 2
76 0
03 0
29 0
88 0
92 1
26 2
05 0
99 0
25 0
34 0
05 0
97 0
92 0
59 0
94 0
00 0
52 3
78 1 27 1002 2
h the excep
ad/ Queensw
Whalley R
aching capa
h an associ
mited eroe ment
43
eak
ue
0
ption
way/
Road/
acity
ated
131
8.3.
8.3.
1-01/TA01
5 The res
Queens
capacity
associa
6 It is con
takes n
car use
sults of the
sway/ Moor
y in the Sa
ated queue
nsidered th
o account o
e as a result
e sensitivity
r Lane dem
aturday pea
of 10 pcus.
at the sens
of wider str
t of smarter
y assessme
monstrates
ak with a R
sitivity test
rategy and p
choices ini
RawdFormer Ba
ent for the j
that the jun
RFC of 0.92
represent a
policy meas
tiatives or p
don Investarkers Nurs
Transpor
junction of
nction will b
27 on Quee
an extreme
sure or furth
peak spread
tments Limsery, Clithert Assessm
Whalley R
be approac
ensway with
worst case
her reductio
ding.
mited eroe ment
44
Road/
ching
h an
e. It
on in
131
9.0
9.1
9.1.
9.1.
9.1.
9.1.
9.1.
9.1.
9.1.
1-01/TA01
SUMMA
Summa
1 This rep
with the
Road in
2 The rep
need to
distance
Pedestr
site acc
3 The pro
particul
large re
4 The pr
facilities
parking
has bee
initiative
of trans
5 The ma
but rath
kilomet
catchm
upstrea
6 An asse
anticipa
accomm
parking
7 The im
area ne
ARY AND C
ary
port has ex
e proposed
n Clitheroe.
port has de
o travel, esp
e of local
rian access
cess.
oposed dev
ar public tr
esidential ca
roposed sc
s to encou
g and chang
en develop
es will be a
sport to the
ajority of ca
her transfer
re saving g
ent. Such
am and dow
essment of
ated parkin
modated wi
g on the surr
pacts of th
etwork whic
CONCLUSI
xamined the
redevelopm
monstrated
pecially by c
shops and
s points wil
elopment w
ransport, cy
atchment.
heme wou
rage susta
ging and lo
ed for the s
dopted in o
site.
ar trips to th
rred or link
given the m
h a reduct
wnstream ca
f the propos
ng demand
thin the site
rounding ne
e proposals
h includes t
IONS
e highway a
ment of the
d how the p
car, by prov
d services
ll be provid
will promote
ycling and
ld influenc
ainable trip
ocker facilit
site which d
order to enc
he develop
ed trips, th
more conv
tion in trav
apacity depe
sed parking
d associat
e car park a
etwork.
s have bee
the junction
RawdFormer Ba
and transpo
e former Ba
proposed de
viding retail
and reside
ded from W
accessibilit
walking thr
e travel be
movement
ies for staff
describes t
courage the
ment will n
here is likely
enient loca
vel distance
endent on t
g provision h
ted with t
and therefor
en assesse
ns of:
don Investarkers Nurs
Transpor
ortation mat
arkers Nurs
evelopment
opportunity
ential area
Whalley Roa
ty by all mo
rough its lo
ehaviour by
s, including
f. An Inter
he strategy
use of sus
ot be new
y to be an
ation of the
e will effec
ravel direct
has demon
the food
re there will
d across a
tments Limsery, Clithert Assessm
tters associ
sery off Wha
will reduce
y within wa
as of Clithe
ad via the m
odes of trave
ocation with
y incorpora
g on site c
rim Travel
y through w
stainable mo
to the netw
overall ve
e stores to
ctively imp
ion.
nstrated tha
store can
l be no ove
n agreed s
mited eroe ment
45
ated
alley
e the
lking
eroe.
main
el, in
hin a
ating
cycle
Plan
which
odes
work,
hicle
o the
rove
t the
be
rspill
study
131
9.1.
9.1.
9.2
9.2.
9.2.
1-01/TA01
8 The res
would h
2019 an
9 As requ
been u
develop
should
Boroug
recomm
appeals
basis.
Conclu
1 This re
accessi
walking
would b
Travel P
2 It has a
to trave
transfer
develop
given th
Whalley Ro
Whalley Ro
Woone Lan
Whalley Ro
Whalley Ro
sults of the
have suffici
nd beyond.
uested by h
undertaken
pments with
be noted t
h Council
mendation
s. These a
usions
eport has d
ibility by all
g by virtue o
be put in pl
Plan which
also been d
el, especially
rred trips
pment woul
he more con
oad/ Primros
oad/ Littlemo
ne/ Eshton T
oad/ Greena
oad/ Queen
impact ana
ient capacit
highway off
to exam
hin the stud
hat these a
at the
or subsequ
ssessments
demonstrat
modes of
of its sustain
ace cycle p
would be u
demonstrate
y by car wit
– i.e. the
d not be ne
nvenient loc
se Road;
oor Road/ B
Terrace/ Gr
acre Street
sway/ Moo
lysis demon
ty to accom
ficers at LC
mine the i
dy area tha
applications
present
uent evide
s are theref
ted how th
travel, in p
nable locatio
parking and
sed to influ
ed how the
th regard to
majority o
ew trips on
cation of the
RawdFormer Ba
Beverley Dr
reenacre St
(one-way)
r Lane.
nstrate that
mmodate fo
CC, a sensit
mpact of
at are not
s are not su
time, by
ence submi
fore presen
he propose
articular pu
on and the
d the front o
ence travel
developme
o the elemen
of vehicula
the networ
e store to th
don Investarkers Nurs
Transpor
rive;
treet;
; and
the local hi
orecast traff
tivity assess
a numbe
considered
upported by
virtue of
itted with
nted on a w
d developm
ublic transpo
physical inf
of the store,
behaviour.
ent would re
nt of pass-b
ar trips to
rk and may
he catchmen
tments Limsery, Clithert Assessm
ighway netw
ffic levels u
sment has
er of pote
committed
y Ribble Va
the offic
respect of
without preju
ment prom
ort, cycling
frastructure
, as well as
educe the n
by, diverted
the propo
well be sho
nt.
mited eroe ment
46
work
up to
also
ential
d. It
alley
cer’s
the
udice
motes
and
that
s the
need
and
osed
orter
131
9.2.
9.2.
1-01/TA01
3 The im
assesse
the ope
4 It is co
Plannin
regard t
mpacts of re
ed and it is
erational per
oncluded th
ng Authority
to the local
esidual trip
s evident th
rformance a
hat there a
y from rec
highway ne
ps from the
at these wo
and safety o
re no over
cognising th
etwork.
RawdFormer Ba
e proposed
ould not ha
of the local
rriding reas
hat the pro
don Investarkers Nurs
Transpor
developme
ave a signifi
highway ne
sons preven
oposal is a
tments Limsery, Clithert Assessm
ent have b
ficant impac
etwork.
nting the L
acceptable
mited eroe ment
47
been
ct on
Local
with
FIGURES
Walking Isochrone
Former Barkers Nursery, Clitheroe
Figure 2-2
Cycling Isochrone
Former Barkers Nursery, Clitheroe
Figure 2-3
Barkers Nursery, Clitheroe2013 Survey Traffic Flows
FIGURE 5-1
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
9436
10420
461
109
494
142
387 201
498 209
684213
727193
193 588
112 712 630
696
768
819
146124
136758
35
1
8
28
0
6
6 752 39
4 808 38
8
0
0
5
0
3
62522
68026
55 762
44 808
6781
3542
46
340
33
30
259
18
1026
712
22 28
22 33
4067
269338
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, Clitheroe2019 Base Traffic Flows
FIGURE 5-2
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
10466
11449
492
116
528
152
413 214
532 223
730228
777206
206 627
120 761
0 0
0 0
0672
0744
820 0
875 0
156534
147219
37
1
9
30
0
6
6 802 42
4 864 41
9
0
0
5
0
3
66723
72728
59 813
47 864
7187
3845
50
363
35
33
277
19
1128
713
23 30
24 36
4372
287362
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroeCommitted Development - Land off Woone Lane - Residential (3/2011/1064)
FIGURE 5-3
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
11
1
11 1
5 3
3 2
175
21
8
5 17
2
8
5
17
2
8
5
17
2
38
4
117
85
5 1
1
0
3 7
2 5
51
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroeCommitted Development - Land off Henthorn Road - Residential (3/2010/0719)
FIGURE 5-4
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
10
7
18 2
1018
72
39
4 10
7
39
4
10
7
39
4
10
7
8 39
1 4
1510
57 6
8
1
1510
107
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, Clitheroe2019 Base plus Committed Development Traffic Flows
FIGURE 5-5
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
10486
11456
522
116
531
152
418 217
535 225
757251
785209
245 635
124 767
0 0
0 0
0699
0752
867 0
885 0
156804
147309
37
1
9
30
0
6
6 849 42
4 873 41
9
0
0
5
0
3
67740
73329
105 852
52 868
97104
4650
55
420
35
33
283
19
1228
813
34 37
26 40
6382
297368
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroeNew & Transferred Development Trip Distribution (SWS Distribution)
FIGURE 6-1
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
17%
17%
19% 19%
19%
19%
35%
35%
17% 19%
17% 19%
35% 35%
65% 65%
35%
35%
65%
65%
24%41%
24%41%
24% 24%
41%
41%
13%28%
13%28%
13%
13%
28%28%
17% 17%
6%
6%
6%6%
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroeNew Trips Development Traffic Flows
FIGURE 6-2
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
6
6
6 7
7
6
12
12
6 7
6 6
12 12
23 22
12
12
22
23
814
814
8 8
14
14
510
59
5
5
910
6 6
2
2
22
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroeTransferred Trips Development Traffic Flows
FIGURE 6-3
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
7
17
8 20
8
19
15
37
7 8
17 19
15 36
29 66
15
37
28
68
1118
2542
10 25
17
43
612
1428
6
14
1229
7 17
3
6
37
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroePass-by Trips Development Distribution (Turning Proportions)
FIGURE 6-4
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
55% 54%
45% 46%
45%-45%
46%-46%
-55% 55%
-54% 54%
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroePass-by Trips Development Traffic Flows
FIGURE 6-5
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
53 18
44 16
42-42
16-16
-52 52
-19 19
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroeTotal Development Traffic Flows
FIGURE 6-6
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
13
23
14 26
15
25
27
49
13 15
23 25
81 66
95 104
69-42
66-16
-52 101
-19 110
1932
3356
18 34
31
58
1122
1838
10
19
2139
13 23
5
9
59
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, Clitheroe2019 Base plus Committed plus Development Traffic Flows
FIGURE 6-7
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
10499
11480
536
116
557
152
418 232
535 250
784251
834209
258 650
146 792
81 66
95 104
69657
66736
815 101
866 110
347124
477869
37
1
27
30
0
40
6 881 42
4 930 41
9
0
0
5
0
3
68762
75167
105 862
52 887
97104
6789
55
420
48
33
283
42
1228
813
39 37
35 40
6891
297368
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroePotential Development - Land West of Whalley Road - Residential (3/2012/0630)
FIGURE 8-1
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
0
0
0 0
0.63 0.32
0.39 0.16
0
0
0.31 0.96
0.08 0.55 0
0
1.27
0.64
0
0
0 0
0.01 1.27 0.06
0.00 0.64 0.03
00
0
0
1.35 1.35
0.68 0.68
3.270.36
0.28
0.02
0.08
0.00
0.65
0.03
0.59 0.76
0.27 0.41
2.620.32
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroePotential Development - Land Off Waddington Road - Residential (3/2012/0913)
FIGURE 8-2
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
96
32
18
12
6
4
28 15
9 5
204
61
22 43
7 14 20
6
65
21
20
6
65
21
20
6
65
21
26 8
52
155
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroePotential Development - Land Off Waddington Road - Residential (3/2012/0942)
FIGURE 8-3
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
14
1
15 10
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroePotential Development - Lawsonsteads, Whalley - Residential (3/2013/0137)
FIGURE 8-4
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
0
0
0 0
1.01 0.52
0.63 0.26
0
0
0.50 1.53
0.14 0.89 0
0
2.04
1.03
0
0
0 0
0.01 2.04 0.10
0.00 1.03 0.04
00
0
0
2.16 2.16
1.09 1.09
3.750.41
0.46
0.04
0.13
0.00
0.75
0.03
0.94 1.22
0.43 0.65
3.000.37
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
Barkers Nursery, ClitheroeSensitivity Assessment - 2019 Base plus Committed plus Development Traffic Flows
FIGURE 8-5
Littlemoor Road
Beverley Drive
Proposed Site Access
A671 Queensway
B6478 Moor Lane
Greenacre Street
Woone Lane
Eshton Terrace
Woone Lane
Primrose Road
A671 Whalley Road
33505
15482
554
143
563
166
448 248
545 255
804255
841210
281 696
154 807
81 66
95 104
69677
66742
883 101
888 110
347324
477929
37
1
27
30
0
40
6 949 42
4 953 41
9
0
0
5
0
3
70762
75867
109 931
53 909
104105
6789
55
447
48
33
291
42
1328
813
41 39
36 41
7894
312373
Key
Weekday PM Peak hour (1645 - 1745)
Saturday Peak hour (1130 - 1230)
APPENDICES
APPENDIX A
SCOPING STUDY
131/TN1 1
Technical Note No. 1 Project: Former Barkers Nursery, Clitheroe Title: Transport Assessment Scoping Note Date: July 2013 1.0 Introduction
1.1 Cameron Rose Associates, on behalf of Bowden Property, have been asked to
provide transport planning and highways advice in order to examine the highway
and transportation issues associated with the proposed redevelopment of the
Barkers Garden Centre site, off Whalley Road, Clitheroe. The development
proposals include the provision of an Aldi food store with a GFA of c. 1,490sqm and
a Non Food retail store with a GFA of c. 460sqm. The development will also
provide c. 94 car parking spaces including four disabled and eight parent and child
parking spaces.
1.2 In order to satisfy the guidelines detailed in the Department for Transport’s
‘Guidance on Transport Assessment’, please find detailed below the proposed
scope and overview information pertaining to the proposed retail development at
the above site; with due regard to the preparation of a supporting Transport
Assessment.
1.3 Information presented below will be provided in full detail within a Transport
Assessment submitted in support of any forthcoming planning application. An
Interim Travel Plan and Servicing Strategy will also accompany the application.
1.4 For ease of reference, the remainder of this Technical Note is set out under the
proposed section heading of the Transport Assessment.
131/TN1 2
2.0 The Development Site
Site Location and Surrounding Area
2.1 The Transport Assessment will provide a full description of the site location. In
brief the site is located within Clitheroe within the Borough of Ribble Valley in
Lancashire. The site lies to the east of the A671 Whalley Road, which provides the
main route into Clitheroe from the A49 to the south. The site location in relation to
the local highway network is illustrated in Figure 1.
Figure 1 – Site Location
2.2 The existing access arrangements, the local highway network and the existing/
permitted uses of the site, will also be detailed within the TA.
Local Highway Network
2.3 Within the Transport Assessment a description of the local highway network will be
included for the proposed study area, defined as part of these pre-application
discussions.
131/TN1 3
2.4 Based on the trip attraction and distribution detailed later in this note, it is proposed
that the study area should include the following junctions:
• Whalley Road/ Site Access – priority controlled junction;
• Whalley Road/ Primrose Road – priority controlled junction;
• Whalley Road/ Littlemoor Road/ Beverley Drive – priority controlled
crossroads;
• Woone Lane/ Eshton Terrace/ Greenacre Street – priority controlled
crossroads;
• Whalley Road/ Greenacre Street (one-way) – priority controlled
junction; and
• Whalley Road/ Queensway/ Moor Lane – mini-roundabout.
Accessibility by Sustainable Modes
2.5 We will review the accessibility credentials of the site with respect to existing
pedestrian, cycle and public transport facilities and the features of the development
which would encourage trips by non-car modes.
3.0 Transport Planning Policy Content
3.1 The Transport Assessment will examine national and local transport policy
objectives relevant to the proposed redevelopment site. The purpose of this will be
to provide the relevant background to demonstrate that the proposed development
is compliant with policy objectives at local and national levels, focusing on the key
transport-related policy aspects. Document that will be reviewed include:
• National Planning Policy Framework (NPPF, 2012);
• Lancashire County Council Local Transport Plan 2011 - 2021 (LTP3,
2011); and
• Ribble Valley District Wide Local Plan, 1998.
131/TN1 4
4.0 The Proposed Development
4.1 The development proposals involve the redevelopment of a brownfield site, off
Whalley Road, Clitheroe. The development proposals include the erection of an
Aldi neighbourhood discount food store of approximately 1,490sqm GFA and a
Pets at Home of approximately 460sqm GFA.
Proposed Means of Access
4.2 The proposed access will be via a priority controlled junction off Whalley Road.
Dropped kerb and tactile paving will be provided over the development access. A
scaled plan of the general access arrangement will be provided within the
Transport Assessment.
4.3 A swept path analysis of the largest vehicle that would use the proposed site
access junctions, a 16.5 metre articulated vehicle, will also be included within the
Transport Assessment. This will demonstrated that the site access junction can
suitably accommodate this size of vehicle.
Parking
4.4 A total of 94 car parking spaces are proposed on site, including four disabled
parking spaces and eight parent and child spaces.
Car Park Capacity Assessment
4.5 An assessment of the potential accumulation within the car park of the proposed
development will be undertaken based on the daily trip rate profiles of similar sites,
within the Transport Assessment.
4.6 The analysis will demonstrate that the maximum accumulation within the car park
can accommodate demand including seasonal peaks, without detriment to the local
highway network.
131/TN1 5
Cycle Parking
4.7 A total provision of four Sheffield hoop cycle parking stands will be provided.
These will be located adjacent to the store entrance to encourage cycle use. It is
anticipated that this will increase the attractiveness of cycling as a mode of
transport by customers and employees of the site. Secure staff lockers will also be
provided within the development.
4.8 The level/ usage of cycle parking will be monitored through the Travel Plan, to
ensure sufficient parking is provided on site.
Servicing
4.9 Servicing of the site would take place via the customer access off Whalley Road.
All service vehicles will enter and leave the site in a forward gear. This is a
common servicing arrangement that has been successfully implemented by Aldi
Stores nationwide. The Transport Assessment will also be accompanied by a
servicing strategy for the site.
4.10 For the Aldi Store, on average only one 16.5m articulated service vehicle would
access the site per day. Another vehicle providing a bread and milk delivery would
also access the store daily.
4.11 A track plot analysis of a 16.5m refrigerated articulated vehicle will be included
within the Transport Assessment, undertaken using AutoTrack, a specialist
computer package that allows designers to assess the swept path of different
vehicles as they negotiate path alignments.
5.0 Baseline Traffic Conditions
Baseline Traffic Flows
5.1 Once the study area is confirmed, surveys will be undertaken for a Weekday AM
(0730 – 0930), PM (1500 – 1830) and Saturday (1000 – 1500) peak periods. We
currently propose to undertake these surveys on Friday 6 and Saturday 7
September 2013 i.e. outside of the school holiday period.
131/TN1 6
Assessment Years
5.2 The base traffic has been growthed for assessment to a design year five years
after anticipated store opening. The TEMPRO database will be interrogated to
obtain growth factors for Clitheroe, using the default planning assumptions.
Example growth factors are provided below and are subject to change dependent
on the anticipated opening of the site.
Table 5-1 – Proposed Growth Factors (Clitheroe 30UL2)
Growth Period AM Weekday Peak Periods
PM Weekday Peak Period
Saturday Peak Period
2013 – 2019 1.0656 1.0677 1.0691 Based on stores opening in 2014
Committed Development Traffic Flows
5.3 The assessment will include the following committed development:
• Residential Development – Land off Henthorn Road, Clitheroe –
development flows will be taken from the 2010 Transport Assessment
(Ref: 1222/3/B/TA) based on 270 dwelling.
5.4 Please provide details of any other committed developments which need to be
taken into consideration within the assessment.
Personal Injury Accident Data
5.5 We will also provide an analysis of the personal-injury accident record data in the
vicinity of the site for the most recently available five year period. Our intended PIA
search area will include the junctions detailed above.
6.0 Development Trip Attraction, Assignment and Distribution
6.1 An estimate of the vehicular trip attraction of the proposed use of the site has been
based on trip rates derived from the TRICS database for the local highway
networks Weekday AM, Weekday PM and Saturday peak hours.
6.2 Travel demand associated with the proposed uses has been estimated based on
gross floor area (GFA) using trip rates derived from the TRICS database.
131/TN1 7
6.3 The DfT’s ‘Guidance for Transport Assessments’ provides the following guidance
regarding the use of TRICS for establishing trip rates to be used in Transport
Assessments:
“If sites with comparable accessibility as well as scale and location cannot be found
when using a standard database system, 85th percentile trip generation rates
should be considered as a starting point for assessment of the baseline trip
generation. The reasons for this are:
i) Since the level of public transport and non-car mode travel for sites within such
trip database is often unknown, a true like for like comparison is unlikely to be
achieved; and
ii) It is considered that the use of average trip rates with deductions for
sustainability measures could result in overly optimistic trip rates for the proposed
development.
In cases where the degree of comparability of source data sites to the development
proposals is difficult to determine, it may be appropriate (in consultation with the
appropriate highway authorities) to undertake a sensitivity analysis using both 85th
percentile and average (50th percentile) trip rates to inform the process of the
differences between these two assumptions.”
6.4 Given the accessible location of the site and the good range of data available within
the TRICS database for the proposed land use, it is considered unlikely that such
85th percentile rates would occur in practice. Notwithstanding this, in order to
ensure a robust assessment, 85th percentile trip attraction rates have also been
included in this assessment, as a sensitivity test.
6.5 To further enhance the robustness of the assessment no account will be taken of
the extant use of the site when calculating the potential impact of the development
proposals on the local highway network.
Aldi Food Store Trip Attraction
131/TN1 8
6.6 The development trip rates have been based on the trip rate profiles of discount
food stores of similar sizes and locations to that of the proposed development.
6.7 The average and 85th percentile trip rates are summarised below in Table 6-1, the
full calculation and output from TRICS is attached in Appendix A.
Table 6-1: Discount Food Store Vehicular Trip Rates per 100sqm GFA
Trip Rate Peak Period Arrivals Departures Two-Way
Average
AM Peak (0800 – 0900)
0.737 0.316 1.053
PM Peak (1600 – 1700)
6.410 7.229 13.639
Saturday Peak (1100 – 1200)
8.304 8.050 16.354
85th %tile
AM Peak (0800 – 0900)
0.990 0.581 1.571
PM Peak (1600 – 1700)
10.168 10.338 20.506
Saturday Peak (1100 – 1200)
10.860 10.653 22.444
Subject to change dependent on highway peak hours
6.8 The quantum of traffic attracted by the 1,490sqm GFA Aldi food store, based on
these trip rates, is summarised in Table 6-2.
Table 6-2: Discount Food Store Vehicular Trip Attraction
Trip Rate Peak Period Arrivals Departures Two-Way
Average
AM Peak (0800 – 0900)
11 5 16
PM Peak (1600 – 1700)
96 108 203
Saturday Peak (1200 – 1300)
124 120 244
85th %tile
AM Peak (0800 – 0900)
15 9 23
PM Peak (1600 – 1700)
152 154 306
Saturday Peak (1200 – 1300)
162 159 334
Subject to change dependent on highway peak hours
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6.9 The trip attraction of the proposed food store is anticipated to be 16 two-way trips in
the Weekday AM peak hour, 203 two-way trips in the Weekday PM peak hour and
244 in the Saturday peak hour (average trip rates). The 85th percentile trip rates
have also been used in the assessment as a sensitivity test only.
Pets at Home Trip Attraction
6.10 The development trip rates have been based on the trip rate profiles of Other
Individual Non-Food Superstore sites of similar sizes and locations to that of the
proposed development.
6.11 The average and 85th percentile trip rates are summarised below in Table 6-3, the
full calculation and output from TRICS is attached in Appendix A.
Table 6-3: Non Food Retail Vehicular Trip Rates per 100sqm GFA
Trip Rate Peak Period Arrivals Departures Two-Way
Average
AM Peak (0800 – 0900)
0.653 0.498 1.151
PM Peak (1600 – 1700)
1.587 1.929 3.516
Saturday Peak (1100 – 1200)
1.642 1.566 3.208
85th %tile
AM Peak (0800 – 0900)
0.840 0.640 1.480
PM Peak (1600 – 1700)
3.472 4.442 7.913
Saturday Peak (1100 – 1200)
2.210 1.824 4.034
Subject to change dependent on highway peak hours
6.12 The quantum of traffic attracted by the 460sqm GFA non-food retail unit, based on
these trip rates, is summarised in Table 6-4.
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Table 6-4: Non Food Retail Vehicular Trip Attraction
Trip Rate Peak Period Arrivals Departures Two-Way
Average
AM Peak (0800 – 0900)
3 2 5
PM Peak (1600 – 1700)
7 9 16
Saturday Peak (1100 – 1200)
8 7 15
85th %tile
AM Peak (0800 – 0900)
4 3 7
PM Peak (1600 – 1700)
16 20 36
Saturday Peak (1100 – 1200)
10 8 19
Subject to change dependent on highway peak hours
6.13 The trip attraction of the proposed non-food retail unit is anticipated to be five two-
way trips in the Weekday AM peak hour, 16 two-way trips in the Weekday PM peak
hour and 15 in the Saturday peak hour (average trip rates). The 85th percentile trip
rates have also been used in the assessment as a sensitivity test only.
Total Trip Attraction
6.14 The total trip attraction of the proposed development is summarised in Table 6-5.
Table 6-5: Total Vehicular Trip Attraction
Trip Rate Peak Period Arrivals Departures Two-Way
Average
AM Peak (0800 – 0900)
14 7 21
PM Peak (1600 – 1700)
103 117 219
Saturday Peak (1100 – 1200)
132 127 259
85th %tile
AM Peak (0800 – 0900)
19 12 30
PM Peak (1600 – 1700)
167 174 342
Saturday Peak (1100 – 1200)
172 167 353
131/TN1 11
6.15 The total trip attraction of the proposed development is anticipated to be 21 two-
way trips in the Weekday AM peak hour, 219 two-way trips in the Weekday PM
peak hour and 259 in the Saturday peak hour (average trip rates). The 85th
percentile trip rates have also been used in the assessment as a sensitivity test
only.
Trip Types
6.16 It is widely accepted that, the total number of trips attracted to a new retail
development are not comprised wholly of new trips to the local highway network.
Many of the trips may in fact already exist on the network, albeit at another
location, or where a visit to the store will be incorporated into an existing pattern of
travel behaviour. The following vehicular trip types have been identified in
association with new retail developments (Guidance on Transport Assessment,
DfT, 2007):
• New Trips: Trips that do not appear anywhere on the road network prior
to the opening of the development.
• Pass-by Trips: Trips which are already present on the road network
directly adjacent to the point of access to the site, which will turn into
the site.
• Linked Trips: Trips that will have multiple destinations either within the
proposed development site, between both the development site and
existing adjacent sites, or between the development site and an
established town centre.
• Diverted Trips: Trips which are already present on the local road
network but not the road from which the site access is taken and will
divert from their existing use to access the site.
131/TN1 12
• Transferred Trips: Trips which are already present on the local road
network, accessing similar sites in close proximity to the proposed
development. Slightly different from diverted trips, these wholly transfer
from using an existing development to a new one, i.e. shoppers
switching to a new food store that is more conveniently located for
them.
6.17 The importance of non-primary trips, i.e. Pass-by, Linked, Diverted and Transferred
trips are emphasised by retailers who suggest that they rely heavily on these trip
types in order to survive.
6.18 The premise of non-primary trips is one that is particularly true in locations where
the highway network experiences peak hour congestion as customers are unlikely
to embark on a single purpose home based trip to undertake food shopping at
these times. During the hours of peak traffic demand on the local highway network,
it is likely that the majority of customers to the proposed food store, who travel by
car, would have already been present on the local highway network.
6.19 For a robust assessment, it has been assumed that 20% of the vehicular total trips
attracted to the proposed discount food store will be new trips on the network, i.e.
trips that do not appear anywhere on the road network prior to the opening of the
development (the TRICS research paper 95/2 suggested that as few as 10% of
trips to food retail stores could be new trips). 5% of trips are assumed to be linked
trips between the retail units. The remaining 75% of total trips will be non-primary
trips comprising pass-by and transferred trips from other retail units in the local
area. It is assumed that given the sites location, no trips will be diverted.
6.20 Given the location of the proposed site in Clitheroe, adjacent to Whalley Road, a
main route into the centre of Clitheroe, it is considered that a large majority of the
non-primary trips during the busiest peak hours of network demand would comprise
pass-by trips. It is therefore proposed that 55% of trips will be Pass-by Trips.
131/TN1 13
6.21 The remaining 20% of trips will therefore be Transferred Trips. However for
robustness and given the proposed study area, Transferred Trips will be combined
with New Trips for the purpose of this assessment i.e. it is assumed that these trips
did not appear on the road network, within the study area, prior to the opening of
the development.
6.22 On the basis of the above reasoning and evidence presented within TRICS 95/2
the following conservative estimate of the breakdown of development trip
movements has been assumed:
• 40% - New/ Transferred trips (20% New Trips & 20% Transferred trips);
• 55% - Pass-by; and
• 5% - Linked trips.
6.23 The proportions of the total vehicular trips by trip type that are attracted to the
proposed development are summarised in Table 6-6.
Table 6-6: Total Vehicle Trip Attraction by Trip Type
Peak Trip Type Proportion
Trip Generation Trip Generation
Average 85th Percentile
Arr Dep Arr Dep
AM Peak
New/ Transferred
40% 6 3 8 5
Pass-by 55% 8 4 10 7
Linked 5% 1 0 1 1 Total 100% 14 7 19 12
PM Peak
New/ Transferred
40% 41 47 67 70
Pass-by 55% 57 64 92 96 Linked 5% 5 6 8 9 Total 100% 103 117 167 174
Saturday Peak
New/ Transferred
40% 53 51 69 67
Pass-by 55% 73 70 95 92 Linked 5% 7 6 9 8 Total 100% 132 127 172 167
131/TN1 14
Trip Distribution and Assignment
6.24 As detailed in Table 6-6, the trips generated by the development are split into New,
Transferred, Pass-by and Linked Trips. The distribution associated with each trip
type is detailed below.
New/ Transferred Trips
6.25 To reflect the catchment area of the proposed store, assumed to be a seven minute
drive time, the distribution pattern adopted for the development will be based on a
bespoke gravity model.
6.26 The distribution of new and transferred trips on the local highway network has been
based on the population of wards within Clitheroe, within a defined travel time
(seven minute drive time), taking account of the location of other food stores that
are greater than 1,000sqm.
6.27 Based on this assessment the following wards have been identified as those from
where New/ Transferred Trips could be attracted to the proposed development:
Chatburn, St Marys, Salthill, Littlemoor, Primrose, Edisford and Low Moor, Wiswell
and Pendleton, Whalley, Waddington and West Bradford and Aighton, Bailey and
Chaigley.
6.28 A gravity model has been developed to calculate the distribution of these trips
based on journey times between an estimated centroid of the ward (based on
population centre) and the site. A copy of the gravity model and associated
calculations is included in Appendix B.
6.29 The distribution of New and Transferred trips by ward and approach routes are
detailed in Table 6-7.
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Table 6-7: Proposed Distribution by Ward
Ward Proportion of
Development Traffic Proposed Route
Aighton, Bailey and Chaigley
0.5% Primrose Road - Woone Lane - left onto Eshton
Terrace Chatburn 1.4% A671 Queensway
Edisford and Low Moor 5.8% Primrose Road - Woone Lane - left onto Eshton
Terrace
Littlemoor 20.3% Littlemoor Road
Primrose 21.3% Primrose Road - Woone
Lane
St Mary's 16.5% B6478 for arrivals &
Greenacre Street - Woone Lane north for departures
Salthill 18.2% Littlemoor Road
Waddington and West Bradford
2.6% A671 Queensway
Whalley 9.6% Whalley Road south
Wiswell and Pendleton 3.7% Whalley Road south
Pass-by Trips
6.30 Whalley Road is a main route into Clitheroe. Given that the anticipated catchment
of the proposed discount food store will be local, it is likely that a proportion of trips
to the food store, in the peak hours, will be Pass-by Trips made by people already
using this link. These trips effectively comprise trips which will turn into the
proposed discount food store on their way to/ from other destinations. This would
therefore represent a discount to traffic downstream of the site access for the
duration of the Pass-by Trip to the discount food store, but the trip is subsequently
added back to the network once the food store visit has ended. Thus no reduction
has been made to the traffic on the local highway network outside of the site
access junction. Albeit that the possible trip timeline is extended beyond the
highway network peak hours.
7.0 Impact of Development Proposals on the Local Highway Network
7.1 It is proposed that five junctions, in addition to the site access, will be examined
within the Transport Assessment, namely:
131/TN1 16
• Whalley Road/ Primrose Road – priority controlled junction;
• Whalley Road/ Littlemoor Road – priority controlled junction;
• Woone Lane/ Eshton Terrace/ Greenacre Street – priority controlled
crossroads;
• Whalley Road/ Greenacre Street – priority controlled junction; and
• Whalley Road/ Queensway/ Moor Lane – mini-roundabout.
7.2 Can Lancashire CC please confirm whether any improvement works are proposed
at these junctions, which need to be accounted for in the assessment?
Alternatively assessment will be based on the existing geometry of the junctions.
Assessments will be undertaken using the Junctions 8 software.
7.3 Any potential mitigation works required as a result of the development proposals
will also be detailed in this section.
8.0 Summary and Conclusions
8.1 This section will summarise the findings of the Transport Assessment as detailed in
the previous sections.
8.2 We trust the above scoping exercise provides sufficient detail to enable you to
confirm the parameters of the Transport Assessment. At this time we anticipate
submission of a planning application to be September 2013 and would therefore
welcome your comments as soon as possible.
8.3 In the meantime, should you wish to contact me regarding any of the above
matters, please do not hesitate to do so.
Former Barkers Nursery, Whalley Road, Clitheroe – development as discount store. Comments on Transport Assessment scoping note. I have the following comments on your scoping note. My comments are related to the headings and section numbers used in your scoping note. Local Highway network. The junctions you propose to analyse in 2.4 are acceptable. In addition I am concerned with junctions in Whalley that have been shown to be critical. These are the two mini roundabout junctions on King Street. I would ask that you estimate the amount of traffic generated by the proposed development that may be routed through these junctions. I am not asking for any analysis of these junctions at present, but I would like to consider the operation of these junctions on the basis of the information you provide and then decide whether some analysis of the operation of these junctions is necessary and what mitigation measures may be required. Improvement works are proposed for the junction of Primrose Road and Whalley Road. This entails widening Primrose Road at the junction and providing turning lanes. This is a requirement of condition 24 of the planning permission granted under 3/2011/1064 for the development of a site on Woone Lane for 113 dwellings. There are other works being investigated in connection with improving traffic flows on Woone Lane (north of Greenacre Street) and these works are set out in the Unilateral Undertaking provided by the developers in 3/2010/0719, which is the development of land on Henthorn Road for 270 dwellings. These improvements are not yet finalised, but it entails two alternatives: Woone Lane one way north from Greenacre Street; and keeping Woone Lane two way flow with the introduction of two priority one-way 'give and take' sections. Committed Development traffic flows §5.4 Other committed developments. Please include the following developments and treat them as committed developments. Some of the committed developments will not include any information on Whalley Road, Clitheroe traffic flow predictions, and you should document your own assessment of these traffic flows. 3/2010/0719: 270 dwellings. Henthorn Road, Clitheroe. Approved on appeal. 3/2010/820: 80 dwellings. Riddings Lane, Whalley. Valid consent. 3/2012/0630: 504 dwellings. Barrowlands, Whalley Road, Barrow. (awaiting appeal decision). 3/2012/0637: 137 dwellings. Mitton Road, Whalley Appeal allowed. 3/2012/0913: 345 dwellings. Waddow View, Waddington Road, Clitheroe. Subject to an appeal hearing.
3/2012/0942 Higher Standen Farm, Clitheroe. 1014 dwellings with access on to Littlemoor Road. This is under consideration by RVBC and not yet determined. However, considering this is a location favoured for housing development by RVBC, it appears that there is a reasonable chance of approval. 3/2013/0137: 260 dwellings. Lawsonsteads, Clitheroe Road, Whalley. (55 dwellings already approved here under 3/2012/0687). Under consideration by RVBC and not yet determined. There have been many applications for large developments in and around Clitheroe in the last two or three years. In order to keep up with the cumulative effects on the highway of these developments, LCC's policy now in this area is to ask for consideration, not only of committed developments, but also developments that are subject to an appeal which is not yet determined, and developments for which an application has been made. Having regard to the recent record for appeals by developers against refusal by RVBC, it would appear that the majority of these applications will be approved. The consideration of the projects listed above will result in a more realistic evaluation of the amount of vehicular traffic to be accommodated on the highway and the need for improvements to sustainable transport modes. Developments in Whalley have been included because Clitheroe is the closest commercial centre of any size to Whalley. In particular on a Saturday, there will be shopping trips from Whalley to Clitheroe. Development Trip attraction, assignment and distribution. I agree with your conclusion that the 85th percentile trip attraction rates should be used, but I consider this is desirable for perhaps different reasons. The 85th percentile should be used for the analysis of the traffic generation of the site, rather than solely as a sensitivity test. Since the development flows are based on discount stores, the 85th percentile may be most appropriate, as discussed below It is noted that no discounting will be used for the extant use of the site. However this has been closed for 4 to 5 years and the extent to which this will enhance the robustness of the assessment must be limited. Aldi Food Store Trip Attraction As usual for a retail development, assessment should be carried out on the weekday pm peak (usually a Friday) and a weekend (Saturday) peak. Traffic counts should be used to verify the exact peak hours on the highway network, particularly on Saturday, and these peak hours should be used. The trip rates you propose in order to derive the proposed development flows are taken from the TRICS database and are average trip rates based on a range of discount food stores. These stores in general produce much lower car trips than supermarkets such as Tesco, Sainsbury's or Morrisons. The discount food store sites within TRICS refer in general to ALDI, LIDL and NETTO type stores, often located in areas where car ownership is lower and catering for customers with lower disposable income. The nature of the location of this store in a comparatively affluent area of the Ribble Valley means it may be reasonable to expect higher than average TRICS trip rates. I would also add that, while the proposed application is being made on behalf of a discount food retailer, at present, any permission granted would not restrict the use to discount food
stores only. The application, if granted, could allow for example, a Tesco Express store or similar that would generate potentially much higher trip rates. It should also be noted that the sites used to generate the discount food store trip rate are mostly located in built up urban areas and would attract more foot/cycle journeys than the proposed site which is currently based on the edge of the built up area in a more affluent location than those in the study. For the above reasons I consider that at least 85th percentile trip rates should be used for the food retail element of the assessment. Pets At Home Trip Attraction The non-food retail development has been proposed as a pet store. The supplied TRICS data is calculated from a pet store and an office supplies store, the presented outputs showing noticeably different trip rates for the two retail offers, which when averaged, produces a trip rate considerably lower than that of the pet store alone for the weekday evening peak. The Saturday trip rates are obtained from a number of different non-food retail uses, again none of them are comparable with a pet store. However, as with the food retail element, the permission granted would not restrict the non-food element to a pet store and so a suitable set of trip rates needs to be agreed for this element of the development and so I would recommend going for the 85th percentile figure again as this would cover variation and is closer to the pet store only trip rates obtained using Pets At Home sites only. Trip Types The proportion of the different trip types are the same for all peak periods considered; but I would think that the mix of trips would be different for Saturdays. Please re-consider §6.22. For example, the assumption is made that 55% of the trips to the proposed retail development will be pass-by trips. This suggests that 55% of the trips to the shops are already using Whalley Road at the site. This may be true of a week day but will probably be lower on a Saturday. On a Saturday the proportion of pass-by trips will be reduced and the proportion of new/transferred trips will increase. Please advise what the linked trips (5%) represent. What will these trips be linked to? Trip Distribution and Assignment The conclusions of your gravity model are represented in Table 6-7. This suggests that nearly 40% of trips will use Little Moor Road as a route to the discount shop. This is based on the whole of two wards: Salthill and Littlemoor. I consider that most residents in these areas will not use Little Moor Road and are likely to use Shawbridge Street, Waterloo Road and Queensway leading to Whalley Road. Please reconsider this trip distribution. Trevor Lewis. 7 August, 2013.
131/TN2 1
Technical Note No. 2 Project: Former Barkers Nursery, Clitheroe Title: Response to LCC comments on Transport Assessment Scoping Note Date: August 2013 1.0 Introduction
1.1 The purpose of this Technical Note is to provide a response to the comments
raised by Lancashire County Council’s (LCC) highway officer on the proposed
Transport Assessment Scoping Note. Where requested, additional information is
also provided.
1.2 Cameron Rose Associates (CRA) response to each point is detailed under LCC
comment.
2.0 Local Highway Network
2.1 LCC comment:
The junctions you propose to analyse in 2.4 are acceptable. In addition I am
concerned with junctions in Whalley that have been shown to be critical. These are
the two mini roundabout junctions on King Street. I would ask that you estimate the
amount of traffic generated by the proposed development that may be routed
through these junctions. I am not asking for any analysis of these junctions at
present, but I would like to consider the operation of these junctions on the basis of
the information you provide and then decide whether some analysis of the
operation of these junctions is necessary and what mitigation measures may be
required.
2.2 CRA response:
131/TN2 2
Based on the distribution detailed within the scoping note, an assessment of the
potential distribution of development traffic through the two mini roundabout
junctions on King Street have been undertaken. This demonstrates a potential two-
way flow through these junctions as follows:
• AM Peak – 0 vehicles;
• PM peak – 8 vehicles; and
• Saturday peak – 8 vehicles.
This equates to a maximum increase of one vehicle every 7.5 minutes.
Based on these traffic levels it is proposed that no further assessments will
be undertaken at these junctions, can you please confirm whether this is
acceptable?
2.3 LCC comment:
Improvement works are proposed for the junction of Primrose Road and Whalley
Road. This entails widening Primrose Road at the junction and providing turning
lanes. This is a requirement of condition 24 of the planning permission granted
under 3/2011/1064 for the development of a site on Woone Lane for 113 dwellings.
2.4 CRA response:
These improvements will be included in any future year assessments at the
junction.
2.5 LCC comment:
There are other works being investigated in connection with improving traffic flows
on Woone Lane (north of Greenacre Street) and these works are set out in the
Unilateral Undertaking provided by the developers in 3/2010/0719, which is the
development of land on Henthorn Road for 270 dwellings. These improvements
are not yet finalised, but it entails two alternatives: Woone Lane one way north
from Greenacre Street; and keeping Woone Lane two way flow with the
introduction of two priority one-way 'give and take' sections.
131/TN2 3
2.6 CRA response:
These potential works will be taken into consideration should any mitigation works
be required at the junction in relation to the proposed development. However for
the purpose of the capacity assessments included within the TA, no account of
these works will be taken. Can you please confirm whether this is acceptable?
3.0 Committed Development Traffic Flows
3.1 LCC comment
Please include the following developments and treat them as committed
developments. Some of the committed developments will not include any
information on Whalley Road, Clitheroe traffic flow predictions, and you should
document your own assessment of these traffic flows.
• 3/2010/0719: 270 dwellings. Henthorn Road, Clitheroe. Approved on
appeal.
• 3/2010/820: 80 dwellings. Riddings Lane, Whalley. Valid consent.
• 3/2012/0630: 504 dwellings. Barrowlands, Whalley Road, Barrow.
(awaiting appeal decision).
• 3/2012/0637: 137 dwellings. Mitton Road, Whalley Appeal allowed.
• 3/2012/0913: 345 dwellings. Waddow View, Waddington Road,
Clitheroe. Subject to an appeal hearing.
• 3/2012/0942 Higher Standen Farm, Clitheroe. 1014 dwellings with
access on to Littlemoor Road. This is under consideration by RVBC
and not yet determined. However, considering this is a location
favoured for housing development by RVBC, it appears that there is a
reasonable chance of approval.
131/TN2 4
• 3/2013/0137: 260 dwellings. Lawsonsteads, Clitheroe Road, Whalley.
(55 dwellings already approved here under 3/2012/0687). Under
consideration by RVBC and not yet determined.
There have been many applications for large developments in and around
Clitheroe in the last two or three years. In order to keep up with the cumulative
effects on the highway of these developments, LCC's policy now in this area is to
ask for consideration, not only of committed developments, but also developments
that are subject to an appeal which is not yet determined, and developments for
which an application has been made. Having regard to the recent record for
appeals by developers against refusal by RVBC, it would appear that the majority
of these applications will be approved. The consideration of the projects listed
above will result in a more realistic evaluation of the amount of vehicular traffic to
be accommodated on the highway and the need for improvements to sustainable
transport modes.
3.2 CRA response:
It should be noted that an element of committed developments within the study
area will be accounted for in the growth factors applied to assess a 2019 future
assessment year. The growth factors presented in Table 5-1 of the scoping note
according to TEMPRO account for an increase in 280 households and 451 jobs in
Clitheroe. This has been considered when assessing the impact of the committed
developments below on the study area.
• 3/2010/0719: This will be considered within the TA.
131/TN2 5
• 3/2010/820: According to the applications accompanying TA the
development will generate 12 two way trips during the AM peak and 24
two way trips in the PM peak on Clitheroe Road at the junction with
Wiswell Lane. It is therefore considered that given the distance from
the proposed development that these trips will have dissipated and will
therefore not have a significant impact on the proposed study area.
Therefore, no further account of these will be taken within the TA.
Furthermore, it is considered that an element of these trips will be
accounted for in background traffic growth. Can you please confirm
whether this is acceptable?
• 3/2012/0630: As this is not a committed development no consideration
of this development will be accounted for within the main body of the
TA. However in order for LCC to understand the cumulative impact of
all developments an additional assessment will be undertaken including
this development and reported within a Technical Note appended to the
TA.
It is proposed that the development traffic assigned to Whalley Road in
the TA will be distributed within the study area based on existing turning
proportions. Can you please confirm whether this is acceptable?
• 3/2012/0637: According to the applications accompanying TA the
development will generate 11 two way trips during the AM peak and 12
two way trips in the PM peak on Clitheroe Road at the junction with
Wiswell Lane. It is therefore considered that given the distance from
the proposed development that these trips will have dissipated and will
therefore not have a significant impact on the proposed study area.
Furthermore, it is considered that an element of these trips will be
accounted for in background traffic growth. Therefore, no further
account of these will be taken within the TA. Can you please confirm
whether this is acceptable?
131/TN2 6
• 3/2012/0913: As this is not a committed development no consideration
of this development will be accounted for within the main body of the
TA. However in order for LCC to understand the cumulative impact of
all developments an additional assessment will be undertaken including
this development and reported within a Technical Note appended to the
TA. Can you please confirm whether this is acceptable?
• 3/2012/0942: As this is not a committed development no consideration
of this development will be accounted for within the main body of the
TA. However in order for LCC to understand the cumulative impact of
all developments an additional assessment will be undertaken including
this development and reported within a Technical Note appended to the
TA. Can you please confirm whether this is acceptable?
• 3/2013/0137: As this is not a committed development no consideration
of this development will be accounted for within the main body of the
TA. However in order for LCC to understand the cumulative impact of
all developments an additional assessment will be undertaken including
this development and reported within a Technical Note appended to the
TA.
According to the applications accompanying the TA the development
will generate 52 two way trips during the AM peak and 71 two way trips
in the PM peak on Clitheroe Road at the junction with Wiswell Lane.
These trips will be distributed onto the local highway network based on
the existing turning proportions as per the application. Can you please
confirm whether this is acceptable?
3.3 LCC comment:
Developments in Whalley have been included because Clitheroe is the closest
commercial centre of any size to Whalley. In particular on a Saturday, there will be
shopping trips from Whalley to Clitheroe.
3.4 CRA response:
131/TN2 7
In order to account for the impact of the committed developments on the Saturday
peak period the TRICS database has been examined. Only one survey is available
for a Saturday (NR-03-A-01) which shows a two-way trip rate of 0.324 between
1200 – 1300 hours. Compared with the sum of the AM and PM peak trip rates
presented in the above committed developments the Saturday peak is
approximately 25% lower. Therefore in order to assess the impact of the above
committed developments during the Saturday peak a factor of 0.25 will be applied
to the sum of the AM and PM peak traffic flows. The distribution patterns will
remain unchanged. Can you please confirm whether this is acceptable?
4.0 Development Trip Attraction, Assignment and Distribution
4.1 LCC comment:
I agree with your conclusion that the 85th percentile trip attraction rates should be
used, but I consider this is desirable for perhaps different reasons. The 85th
percentile should be used for the analysis of the traffic generation of the site, rather
than solely as a sensitivity test. Since the development flows are based on
discount stores, the 85th percentile may be most appropriate, as discussed below
It is noted that no discounting will be used for the extant use of the site. However
this has been closed for 4 to 5 years and the extent to which this will enhance the
robustness of the assessment must be limited.
4.2 CRA response:
As requested 85th percentile trip rates will be used in the assessment. Your point
about the site being closed for 4 to 5 years is noted. However the site does have
an existing consent which could become operational at any time without the need
for planning permission. Therefore it will enhance the robustness of the
assessment.
5.0 Aldi Food Store Trip Attraction
5.1 LCC comment:
131/TN2 8
As usual for a retail development, assessment should be carried out on the
weekday pm peak (usually a Friday) and a weekend (Saturday) peak. Traffic
counts should be used to verify the exact peak hours on the highway network,
particularly on Saturday, and these peak hours should be used.
5.2 CRA response:
Based on the above can you please confirm whether an AM peak assessment is
required in the Transport Assessment?
5.3 LCC comment:
The trip rates you propose in order to derive the proposed development flows are
taken from the TRICS database and are average trip rates based on a range of
discount food stores. These stores in general produce much lower car trips than
supermarkets such as Tesco, Sainsbury's or Morrisons. The discount food store
sites within TRICS refer in general to ALDI, LIDL and NETTO type stores, often
located in areas where car ownership is lower and catering for customers with
lower disposable income. The nature of the location of this store in a comparatively
affluent area of the Ribble Valley means it may be reasonable to expect higher than
average TRICS trip rates.
I would also add that, while the proposed application is being made on behalf of a
discount food retailer, at present, any permission granted would not restrict the use
to discount food stores only. The application, if granted, could allow for example, a
Tesco Express store or similar that would generate potentially much higher trip
rates.
It should also be noted that the sites used to generate the discount food store trip
rate are mostly located in built up urban areas and would attract more foot/cycle
journeys than the proposed site which is currently based on the edge of the built up
area in a more affluent location than those in the study.
For the above reasons I consider that at least 85th percentile trip rates should be
used for the food retail element of the assessment.
131/TN2 9
5.4 CRA response:
As requested 85th percentile trip rates will be used in the assessment.
6.0 Pets At Home Trip Attraction
6.1 LCC comment:
The non-food retail development has been proposed as a pet store. The supplied
TRICS data is calculated from a pet store and an office supplies store, the
presented outputs showing noticeably different trip rates for the two retail offers,
which when averaged, produces a trip rate considerably lower than that of the pet
store alone for the weekday evening peak. The Saturday trip rates are obtained
from a number of different non-food retail uses, again none of them are comparable
with a pet store.
However, as with the food retail element, the permission granted would not restrict
the non-food element to a pet store and so a suitable set of trip rates needs to be
agreed for this element of the development and so I would recommend going for
the 85th percentile figure again as this would cover variation and is closer to the pet
store only trip rates obtained using Pets At Home sites only.
6.2 CRA response:
As requested 85th percentile trip rates will be used in the assessment.
7.0 Trip Types
7.1 LCC comment:
The proportion of the different trip types are the same for all peak periods
considered; but I would think that the mix of trips would be different for Saturdays.
Please re-consider §6.22.
131/TN2 10
For example, the assumption is made that 55% of the trips to the proposed retail
development will be pass-by trips. This suggests that 55% of the trips to the shops
are already using Whalley Road at the site. This may be true of a week day but will
probably be lower on a Saturday. On a Saturday the proportion of pass-by trips will
be reduced and the proportion of new/transferred trips will increase.
7.2 CRA response:
Your comments regarding Saturday trip proportions are noted. Please find detailed
below revised proportions for approval.
Table: Trip Types Used in Analysis
Trip Type Weekday
Proportion
Saturday
Proportion
New Trips 20% 20%
Transferred Trips 25% 60%
Pass-By Trips 55% 20%
7.3 LCC comment:
Please advise what the linked trips (5%) represent. What will these trips be linked
to?
7.4 CRA response:
These linked trips represent customers visiting both the food retail and the non-
food retail element of the site during the same trip. The linked trips will be
calculated on the basis of the traffic levels associated with the non-food retail
element, which generate lower traffic levels than the proposed food store i.e. to
avoid double discounting the 5% linked trips will be discounted from the non-food
retail only..
8.0 Trip Distribution and Assignment
8.1 LCC comment:
131/TN2 11
The conclusions of your gravity model are represented in Table 6-7. This suggests
that nearly 40% of trips will use Little Moor Road as a route to the discount shop.
This is based on the whole of two wards: Salthill and Littlemoor. I consider that
most residents in these areas will not use Little Moor Road and are likely to use
Shawbridge Street, Waterloo Road and Queensway leading to Whalley Road.
Please reconsider this trip distribution.
8.2 CRA response
It is proposed that the ward of Littlemoor will access the proposed development via
Littlemoor Road. However based on your comments the ward of Salthill will be
redistributed to allow 80% of traffic to enter the study area via Queensway. 20%
will continue to access the development via Littlemoor Road. Can you please
confirm whether this is acceptable?
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Dear Cheryl, Thanks for your email. I accept the Saturday peak trips you propose. I also accept the Saturday trip distribution you propose. The proposed sensitivity testing for the developments in the last paragraph of your email is acceptable. Regards, Trevor Lewis.
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Dear Trevor, Thank you for your email. I think the only outstanding points remaining relate to the committed developments and in particular the Saturday assessment. I have attached a TRICS output and associated calculations which demonstrate that when comparing the average PM peak trip rates for all the Committed Developments (contained within the Transport Assessments for the relevant applications) with the TRICS data available for a Saturday, the following results:
• Saturday peak arrivals are 10% of that of the PM peak arrivals; • Saturday peak departures are 66% of that of the PM peak departures; and • Saturday peak two-way trips are 32% of that of the PM peak two-way trips.
It is therefore proposed that these proportions will be applied to the relevant Committed Developments to calculate Saturday peak trip generation within the study area. Can you please confirm whether this methodology is acceptable. In relation to your comments with regards to the distribution of these Committed Development trips during the Saturday peak, I note your concerns regarding the differing distribution patterns however Clitheroe not only serves as a retail destination but also an employment destination, as is evident from the SWS Census data presented in Technical Note 1. I therefore consider it appropriate to adopted the same distribution as per the Weekday assessment within each application. This will be based on an average of the AM and PM peak distribution. Furthermore, as no Saturday assessments were included within any of the applications under consideration as Committed Development and as all development are situated outside of the defined study area for our clients application, further evidence of the distribution during the Saturday peak is unavailable. It is however proposed that once Committed Development trips enter the study area that they are distribution as per Saturday peak turning proportions defined from the traffic survey undertaken. Can you please confirm whether this methodology is acceptable?
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For those developments that are not committed (3/2012/0630, 3/2012/0913, 3/2012/0942 & 3/2013/0137), a sensitivity assessment will be included within the Transport Assessment on a without prejudice basis. We would however highlight that these applications are not supported by Ribble Valley Borough Council at the present time, by virtue of the officers recommendation or subsequent evidence submitted with respect of the appeals. As such there must be serious doubt as to whether these sites will come forward. Therefore we do not consider that our clients application should be delayed or accountable for what the outcomes may or may not otherwise be on these sites. However, notwithstanding this we are prepared to undertake the sensitivity tests on a without prejudice basis. Kind regards Cheryl Barratt BA(Hons), MSc, CMILT Associate Cameron Rose Associates
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Dear Cheryl, These are my comments on your Technical Note No.2 and these incorporate comments made in my email dated 9 August. I have used the numbering system of Technical Note No.2. 2.2 I accept that no further assessments need to be carried out for the two mini roundabout junctions
on King Street, Whalley. Thank you for the information you provided on the estimated additional traffic flow at these junctions due to the proposed discount store development.
2.4 OK. 2.6 Your proposal is acceptable. 3.2 I accept that TEMPRO growth factors will take into account some of the smaller developments. 3/2010/0719: OK.
3/2010/820: Your approach is broadly acceptable. Please would you include the narrative concerning developments such as this in the TA. Please also consider and advise the likely traffic flows during the Saturday peak. 3/2012/0630: You suggest that an 'additional assessment' will be undertaken to take into account this and other developments that do not strictly fall within the formal definition of committed developments. The findings of this additional assessment may be significant and should therefore be taken into account in the transport assessment. Please advise what the status of the additional assessment will be. Please also advise how the Saturday peak will be analysed, with respect to the distribution of traffic as this may not be the same as the weekday distribution considered in the TA. 3/2012/0637: Your approach is broadly acceptable. Please would you include the narrative concerning developments such as this in the TA. Please also consider and advise the likely traffic flows during the Saturday peak. 3/2012/0913: You suggest that an 'additional assessment' will be undertaken to take into account this and other developments that do not strictly fall within the formal definition of committed
developments. The findings of this additional assessment may be significant and should therefore be taken into account in the transport assessment. Please advise what the status of the additional assessment will be. 3/2012/0942: See comments for 3/2012/0913 above. 3/2013/0137: See comments for 3/2012/0630.
3.4 You mention that the distribution patterns will remain unchanged. Is this compared with the
distribution patterns of a weekday? I would have thought the distribution patterns would be significantly different. What ever your conclusion is on this, could you please present the evidence and document the reasons for your conclusion.
Also could you provide the details of the reason for your conclusion that the Saturday peak will be approximately 25% lower than the sum of the weekday am peak and pm peak traffic flows.
4.2 OK. 5.2 As previously advised, the am peak period is not required to be considered. 5.4 OK. 6.2 OK. 7.2 This is accepted. 7.4 This is accepted. 8.2 This is accepted. Regards, Trevor Lewis.
Trevor Lewis Traffic and Development Engineer Highways District Office (Pendle & Ribble Valley) Lancashire County Council; 08450 530011.
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Trevor, Thank you for prompt response.
4
With regards to the additional junctions in Whalley, I understand that the operation of these junctions maybe of concern to local residents however I would find it difficult to justify the costs of assessing these junctions to my client, based on the volume of traffic expected to travel through the junction. Based on the 2012 PM peak traffic flow included in the planning application 3/2013/0137 there are currently:
• 309 vehicles travelling through the junction of King Street/ Station Road in a southbound direction and 345 travelling in a northbound direction. The proposed development will add approximately four additional vehicles in each direction at this junction, which is less than 1% of traffic making these movements; and
• at the junction of King Street/ Accrington Road 651 vehicles travel through the junction in a southbound direction and 558 travel in a northbound direction. The proposed development will add less than four additional vehicles in each direction at this junction, which again is less than 1% of traffic making these movements.
I would ask that this is taken into consideration when you make your final decision. Kind regards Cheryl Barratt BA(Hons), MSc, CMILT Associate Cameron Rose Associates
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Dear Cheryl, Thanks for your email. I agree that no am peak period needs to be considered by your transport assessment. The pm weekday peak and the Saturday peak should be considered. I have not been able to contact LCC's strategic highways team today and consequently I do not have a definitive answer to your question concerning the need to include the Whalley mini roundabouts in your transport assessment. You have indicated that the increase in traffic through these two junctions as a result of the development of the proposed discount store would be low. However, my opinion is that these junctions should nevertheless be included in your study because of the sensitivity and awareness of residents and elected members to the possible undesirable effects of new development in this area. We need to demonstrate to the local communities that we have seriously taken their concerns into account. I think these two questions are the urgent ones you wanted answers to today. If you need any further information from me today, please phone or email me. Otherwise, I hope you have a good holiday. Regards, Trevor Lewis. 01254 828064
Trevor Lewis Traffic and Development Engineer Highways District Office (Pendle & Ribble Valley)
1
Lancashire County Council; 08450 530011.
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Trevor, Thank you for your comments. Please find attached our response for your approval, as well as the additional information requested. I would be grateful if prior to receiving a more detailed response you could confirm whether you are happy for the Transport Assessment to focus on a Friday PM and Saturday peak period and that no AM peak assessment will be required, in order to allow commissioning of traffic surveys. Kind regards Cheryl Barratt BA(Hons), MSc, CMILT Associate Cameron Rose Associates
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Dear Cheryl, I have some comments on your scoping note and these are explained in the attached document. Regards, Trevor Lewis.
Trevor Lewis Traffic and Development Engineer Highways District Office (Pendle & Ribble Valley) Lancashire County Council; 08450 530011.
www.lancashire.gov.uk.�
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Trevor, Have you had chance to review our scoping note in relation to the above development? Kind regards Cheryl Barratt BA(Hons), MSc, CMILT Associate Cameron Rose Associates
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Trevor, Further to our meeting and subsequent correspondence, please find attached the proposed scope of works for the Transport Assessment at the above development site. We trust the above scoping exercise provides sufficient detail to enable you to confirm the parameters of the Transport Assessment. At this time we anticipate submission of a planning application to be September 2013 and would therefore welcome your comments as soon as possible. In the meantime, should you wish to contact me regarding any of the above matters, please do not hesitate to do so. Kind regards, Cheryl Barratt BA(Hons), MSc, CMILT Associate Cameron Rose Associates, Windsor House, 5a King Street, Newcastle-under-Lyme, Staffordshire, ST5 1EH T: 07794 251552 E: [email protected] W: www.cameron-rose.co.uk Disclaimer: Cameron Rose Associates shall not be liable for any loss caused from reliance on the contents, or due to any errors, bugs viruses or malicious code. Any enclosure with this content should be checked for viruses before it is opened. The company cannot be held responsible for any failure by the recipient to test for viruses before opening any enclosures. This e-mail and any files transmitted with it are confidential and solely for the use of the intended recipient. If you are not the intended recipient, any unauthorised review, use, re-transmission, dissemination, copying, disclosure or other use of, or taking of an action in reliance upon, this content is strictly prohibited. �
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APPENDIX B
DEVELOPMENT PROPOSALS
FieldLime
Holly Lodge
80.2mMeadow
CroftSpiders
159
High
75.3m
WebTrees
202
LB
157
Oakhurst
UNIT 1ALDI
UNIT 26000 sq ft4.5 m to internal eaves
79.58
79.45
79.3
7
79.1
2
78.8
2
78.4
3
77.0
1
76.5
6
76.28
76.18
75.78
75.62
75.3
8
75.5
3
75.65
75.88
76.26
76.30
76.6
7
77.0
2
78.1
2
78.8
5
79.2
4
79.4
3
79.50
79.66
77.65 77.75
77.55
77.08
75.15
74.7
4
75.4
3
76.0
5
76.6
3
77.3
4
78.0
3
78.5
8
79.0
4
79.5
1
79.41
79.3
6
78.9
3
78.4
1
77.8
477
.86
78.4
7
78.9
7
79.4
1
79.43
79.27
77.93
78.6
178
.64
79.1
6
79.3
679
.38
79.2
3
78.7
378
.61
78.85
79.13
79.46
78.82
78.12
77.71
79.81
77.95
78.06
77.91
78.04
79.17
78.24
78.86
78.75
76.6
2
75.9
6
75.87
75.9276.11
76.26
76.1676.01
76.00
76.0
5
76.6
9
76.19
76.26
75.99
75.8
8
75.3
1
75.60
76.70
77.67
78.29
78.65
78.93
79.22
79.6979.83
77.94
77.3177.24
75.39
75.1
575
.23
75.46
78.06
74.96
74.6974.78
75.41
75.60
78.21
76.26
76.76
76.69
77.32
77.38
78.09
78.25
78.41
79.12
78.26
79.21
79.1379.22
79.24
79.67
79.77
79.71
79.54
79.51
79.49
79.4979
.43
79.20
79.22
79.69
79.07
78.95
79.06
79.04
78.90
78.67
78.44
78.21
78.57
78.91
78.93
79.75
79.77
79.89
79.97
79.46
79.38
79.18
79.47
79.44
79.43
79.31
78.53
78.35
78.70
78.54
78.56
79.30
79.11
79.44
79.20
79.02
78.65
78.09
77.81
77.37
77.21
76.76
76.76
76.86
76.98
77.12
77.28 77
.32
77.34
77.43
77.49
77.52
77.58
77.63
77.71 77
.83 77.84
77.91
78.60
78.34
78.16
77.68
77.96
78.20
77.02
79.53
79.45
79.04
79.4479
.23
79.32
79.40
77.46
77.32
78.34
78.43
78.54
77.99
78.04
78.1078
.2878
.39
77.82
76.43 77
.00
78.15
78.13
77.97
77.46
76.93
76.08
76.71
78.24 78
.38
78.14
79.09
(79.86
)
(79.77
)
(78.26
)
(78.24
) (79.78
)
(78.24
)
(77.84
)
(76.16
)
(77.55
) (78.64
)
(79.21
) (79.56
) (79.30
)
(80.66
)
(77.38
)
79.79
79.76
79.44
79.42
79.06
77.57
SO1
SO2
SO3
SO4
WST
WST
G MH CL
MH CL
WSV
FH
WSV
G
WSV
WST
G
WM
WST
GWSV
BS
PT
PT
G
LP
MH CL
MH CL
BENCH
NP
G
STUMP
LP
TP BT
LP
LP
LP
STUMP
STUMP
STUMP STUMP
MH CL
IC
STUMP
STUMP
STUMP
STUMPSTUMP
STUMPSTUMPSTUMP
RS
RS
PTPT
PT
G1.5
P/R
G3.0
P/R
P/R
G0.8 G1.7
G1.1
MG
G1.2
G1.4
G2.2
G2.5
G2.5
G2.3 G3.0
G3.0
CH/L
O/H TELE
G0.8
STO
NE
RTW
TARMAC
BUSHES
G2.5
WH
ALL
EY R
OA
D
BEVERLEYDRIVE
LITTLEMOOR ROAD
O/H TELE
G1.8
G1.8
G1.8
P/W
P/W
CO
NIF
ERS
BRICK WALL
HOUSING
C/B
HOUSING
BUS
SHEL
TER
HOUSING
TAR
MA
C
STONE RTW
SHRUBS
G2.0
P/R
SWP/R
BRICK WALL
MG
C/BG0.6
G0.4
BS
SIGN
79.02
P/R
gate
2m pallisade fence
Service Area
15850mm
3520
0mm
1800
Can
opy
flagged path
tegular sett paving path
tegular sett paving path
bitimen macadam paving
existing wall returns
footpath returns
Shrub planting
Shrub planting
Shrub planting Hedge infils gate position
Shrub planting
Silver Birch Trees underplanted with ground cover
Shrub planting
Shrub planting
cycle parking
trolley shelter
cycle parking
100 car spaces
Shrub planting flagged path
tegular pavers
Shrub planting
bitimen macadam paving
Concrete service ramp to loading dock
Damson Consultancy LimitedThe Stables,Levens hall,
Kendal LA8 0PD015395 61763
Project Drawing Title
Drawing No
Client
Status
Scale
Drawn Date
PROPOSED ALDI & SECOND RETAIL UNIT
FORMER BARKERS NURSERYWHALLEY ROADCLITHEROE BB7 1HT
RAWDON INVESTMENTS LTD
PLANNING APPLICATION DRAWING
1:200 Drwg size
A1
TH 29.11.13
PROPOSED SITE PLAN
13009- P103 rev
architects and landscape designers
consultancy
APPENDIX C
GENERAL ACCESS ARRANGEMENT AND SWEPT PATH
AUTOTRACK ANALYSIS
APPENDIX D
FRAMEWORK TRAVEL PLAN
F
F
RA
FORMER B
C
FRAMEWO
PREPARE
AWDON IN
BARKERS
CLITHERO
ORK TRAV
ED ON BE
NVESTMEN
S NURSER
OE
VEL PLAN
EHALF OF
NTS LIMIT
RY
N
:
TED
W
Newcas
Windsor Ho
5a King S
stle under L
ST5
ouse
treet
Lyme
1EH
CON
1.0 2.0 3.0 4.0 5.0 6.0
NTENTS
INTRODDEVELOPROPOSIMPLEMTARGETCONCLU
DUCTION .OPMENT PSED TRAV
MENTATIOTS - STAFUSIONS ..
................PROPOSAVEL PLAN
ON AND REFF .............................
RawdFormer Ba
................ALS ..........N INITIATIVEVIEW .....................................
don Investarkers Nurs
Framewo
................
................VES .........................................................
tments Limsery, Clithe
ork Travel P
................
................
................
................
................
................
mited eroe Plan
... 1
... 2
... 3
... 7
..10
..11
131
1.0
1.1.
1.1.
1-01/Appen
INTROD
1 This F
Associa
applicat
former
relevan
initiative
will, prio
2 This Fr
indicato
adminis
prepare
produce
requirem
will be c
travel c
Ribble V
ndix D
DUCTION
Framework
ates on be
tion for a d
Barkers N
t to both st
es to maxim
or to trading
ramework
ors for the
ster the Pla
e and impl
ed by each
ments set o
completed w
characteristi
Valley Boro
Travel Pl
ehalf of Raw
iscount food
Nursery, off
taff and cu
mise the su
g, be develo
Travel Plan
e site. R
n centrally a
ement the
h operator
out in the F
within six m
ic surveys t
ough Counc
an has b
wdon Inve
d store and
f the A671
stomers of
ustainable tr
oped as a s
n sets out
Rawdon Inv
and will adv
ir own sub
will be co
Framework
months of oc
to be unde
cil.
RawdFormer Ba
een produ
stments Lim
d non-food
Whalley R
the propos
ransport op
tand-alone
the overa
vestments
vise each u
bsidiary Tra
onsistent w
Travel Plan
ccupation o
ertaken and
don Investarkers Nurs
Framewo
uced by C
mited, in s
retail unit a
Road. Thi
sed units a
pportunities
document.
all outcome
Limited as
nit of their r
avel Plan.
ith the wid
n. Individu
of the site, t
suitable co
tments Limsery, Clithe
ork Travel P
Cameron R
support of
at the site o
is documen
and will sug
of the site
es, targets
s landlord
requiremen
Travel P
der targets
al Travel P
to allow tim
onsultation
mited eroe Plan
1
Rose
their
f the
nt is
ggest
and
and
will
ts to
Plans
and
Plans
e for
with
131
2.0
2.1.
2.1.
2.1.
2.1.
1-01/Appen
DEVEL
1 The dev
Nursery
area an
car pa
spaces
2 The pr
Assess
3 The exi
TA and
develop
custom
4 The pr
reasona
reducin
needs.
accesse
ndix D
LOPMENT P
velopment
y to include
nd a 593sqm
rking spac
) and stand
roposed sit
ment (TA).
isting highw
d the full d
pment propo
ers. Chang
roposed d
able walking
ng the need
Frequent
ed within a
PROPOSAL
proposals i
e a discoun
m Non-food
es (includi
s to accom
te layout is
way infrastru
details of th
osal include
ging and loc
evelopmen
g and cyclin
for these r
t bus serv
short walk o
LS
nclude the
nt food sto
d retail unit,
ng four di
modate eig
s included
ucture has
he develop
es provision
cker facilitie
t would p
ng distance
residents to
ices to a
of the site.
RawdFormer Ba
redevelopm
ore of appro
with associ
sabled and
ght bicycles.
as Appen
been discu
ment propo
n for on-site
es will be pro
provide ret
e of large re
o travel furth
range of l
don Investarkers Nurs
Framewo
ment of the
oximately 1
iated servic
d eight pa
.
ndix B to
ussed in Se
osal in Sec
cycle parki
ovided for s
tail opportu
sidential ca
her for their
ocal destin
tments Limsery, Clithe
ork Travel P
former Bar
1,490sqm s
ce area and
arent and c
the Trans
ection 2.0 of
ction 4.0.
ing for staff
staff.
unity withi
atchment ar
r food shop
nations can
mited eroe Plan
2
rkers
sales
100
child
sport
f the
The
f and
n a
reas,
pping
n be
131
3.0
3.1.
3.1.
3.2
3.2.
3.2.
3.2.
1-01/Appen
PROPO
1 An Ald
approxi
food ret
site. Th
travel i
therefor
howeve
choice
facilities
2 Feature
the site
Other I
1 Staff an
such as
appropr
2 To furth
Rawdon
includin
Cycling
3 Cycling
encoura
implem
ndix D
OSED TRAV
di store us
mately sev
tail unit will
herefore the
nitiatives is
re greatest
er, that Aldi
of transpo
s and inform
es of the de
include:
Frequent b
within a sho
10 cycle pa
stands;
Changing a
Pedestrian
nitiatives
nd custome
s walking, c
riate facilitie
her encoura
n Investme
ng:
is a key m
age cycling
enting the i
VEL PLAN
sually has
ven on site
have a wor
e opportunit
s minimal.
t opportuni
and the No
rt but can
mation.
evelopment
bus services
ort walking
arking space
and locker f
links from t
rs will be e
cycling and
es and in-st
age travel t
nts Limited
mode of sust
g as part of
nitiatives de
INITIATIVE
up to 35
at any one
rkforce of a
ty to influen
The prima
ity for mod
on-food reta
seek to in
t proposal t
s to a numb
distance of
es, through
facilities wo
the store to
encouraged
bus travel t
tore public t
to the site b
as landlord
tainable tra
f the sites T
etailed belo
RawdFormer Ba
ES
5 staff em
e time. It is
pproximate
nce travel to
ary source
dal shift is
ail unit cann
nfluence it
hat would e
ber of local
f the site;
h the provisi
uld be prov
the local h
to use sus
to access th
transport inf
by modes o
d will consi
ansport and
Travel Plan
ow;
don Investarkers Nurs
Framewo
ployed at
s anticipate
ly 16 staff e
o the site by
of traffic g
s customer
not dictate t
by provisio
encourage
destination
ion of seven
ided for sta
ighway netw
tainable for
he store by
formation.
other than t
der other m
it is therefo
n; this will b
tments Limsery, Clithe
ork Travel P
the site,
ed that the
employed a
y means of
generation
rs. It is c
their custom
on of adeq
non-car trip
ns are avail
n Sheffield
aff; and
work.
rms of trans
the provisio
the private
modal initiat
ore importa
be achieve
mited eroe Plan
3
with
non-
t the
staff
and
clear
mers’
uate
ps to
lable
loop
sport
on of
car,
tives
nt to
d by
131
3.2.
3.2.
3.2.
1-01/Appen
Walking
4 The pe
safe an
encoura
Car Sha
5 The ava
store c
are sm
another
6 The Tra
employ
(www.li
comme
promoti
provide
opening
date.
ndix D
The provis
shoppers a
Provision fo
Bicycles a
stores. Th
to purchase
mode of tra
g
destrian en
nd conven
age this mo
Direct pede
and pedest
The provisi
provide pe
safety and
aring Schem
ailability of
annot dicta
mall. Neve
r member o
avel Plan C
ees and wi
ftshare.com
encement
ional mater
ed by the T
g and contin
sion of saf
as described
or in-store c
re regularly
is provides
e bicycles a
ansport.
nvironment
ient routes
ode of trans
estrian links
trian crossin
ion of adeq
edestrians
encouragin
me
car sharing
ate car sha
ertheless e
of staff lives
Co-ordinato
ll promote n
m). These
of emplo
rial displaye
Travel Plan
nually moni
fe and con
d above;
cycle storag
y available
a good opp
at greatly di
has to be s
s to and f
port, Aldi as
s within the
ngs; and
uate street
with a we
ng pedestria
g schemes
ring among
employees
close by.
orwill prom
national car
schemes w
oyment an
ed on notic
Co-ordinat
itored to en
RawdFormer Ba
nvenient cy
ge facilities f
e as ‘speci
portunity for
iscounted ra
such that it
from their
s landlords
e site by m
lighting an
ell-lit enviro
an moveme
is limited in
g customer
will be en
mote the us
r sharing sc
will be prom
nd continu
ce boards.
tor within th
sure the inf
don Investarkers Nurs
Framewo
ycle parkin
for employe
al purchas
r staff and c
ates thus e
provides p
origin/ des
will provide
eans of sui
d lighting w
onment hen
nts.
n the case
s and emp
couraged t
e of car sh
chemes suc
moted to em
ually prom
This info
hree month
formation p
tments Limsery, Clithe
ork Travel P
ng facilities
ees; and
ses’ within
customers a
encouraging
pedestrians
stinations.
e the followi
itable footp
within the si
nce enhan
of retail, as
ployee num
to car-sha
haring amo
ch as Lift S
mployees u
moted thro
ormation wi
hs of the st
rovided is u
mited eroe Plan
4
s for
Aldi
alike
g this
with
To
ng:
paths
te to
ncing
s the
bers
re if
ongst
hare
upon
ough
ll be
tores
up to
131
3.2.
3.2.
3.2.
3.2.
3.2.
3.2.
3.2.
1-01/Appen
Aldi Ser
7 Aldi ser
kilomet
lorry pe
delivery
8 The art
delivers
vehicle
9 Deliveri
peak p
during t
Non-Fo
10 It is ant
delivery
11 Deliveri
peak p
during t
Provisio
12 Each ne
part of
aware o
transpo
public t
13 If the m
forms o
adequa
ndix D
rvicing
rvice delive
res. Each
er day plus
y pattern as
iculated veh
s to a numb
kilometres
ies to the s
periods nam
the evening
ood Retail U
ticipated th
y by light go
ies to the s
periods nam
the evening
on of Inform
ew membe
their staff
of the adva
ort to and fro
ransport alt
message is
of transport
ate informat
Bus stop
provided w
eries are ca
store receiv
a single loc
ssociated wi
hicles opera
ber of store
and therefo
store will ai
mely 0800
g.
Unit Servicin
at the non-
oods vehicle
store will ai
mely 0800
g.
mation
r of staff wi
induction.
ntages, acc
om the stor
ternatives.
s to be por
t are prefer
ion is availa
location, ti
ithin the sto
arried out in
ves an ave
cal delivery
ith larger fo
ate from a c
es in a spec
ore reduces
im to arrive
– 0900 du
ng
-food retail
e per week.
im to arrive
– 0900 du
ill be briefed
In this way
cessibility a
re, given its
rtrayed to s
rable to the
able in the s
imetable in
ore;
RawdFormer Ba
n such a w
rage of thre
y. This is s
od supersto
central distr
cific circuit
s emissions
e outside o
uring the m
unit will re
e outside o
uring the m
d on all asp
y, each new
and conveni
s location an
staff and c
e private ca
store; to this
nformation
don Investarkers Nurs
Framewo
way as to m
ee deliverie
ubstantially
ores.
ribution cen
and in this
.
f the estab
morning and
ceive an av
f the estab
morning and
pects of the
w member
ience of no
nd therefore
ustomers th
ar, then it is
s end:
and route
tments Limsery, Clithe
ork Travel P
minimise ve
s by articul
y lower than
ntre. Each
way minim
blished high
d 1700 – 1
verage of t
blished high
d 1700 – 1
e Travel Pla
of staff wi
on-car mode
e abundanc
hat sustain
s essential
plans wil
mited eroe Plan
5
hicle
ated
n the
lorry
mises
hway
1800
hree
hway
1800
n as
ll be
es of
ce of
nable
that
l be
131
3.2.
1-01/Appen
14 Aldi and
co-ordin
and loc
ndix D
The above
the staff ind
Information
environmen
Copies of
sustainable
d the Non-f
nating the T
cated in the
information
duction proc
n on the ben
nt will be pr
relevant cy
e forms of tr
food retail u
Travel Plan
appropriate
n will be pr
cess;
neficial effe
rovided in th
ycle maps
ransport.
unit will app
n and ensur
e location.
RawdFormer Ba
rovided to n
ects of cycli
he form of le
will be pr
point a perso
ring that the
don Investarkers Nurs
Framewo
new employ
ng on both
eaflets to al
ovided, thu
on(s) to be
e informatio
tments Limsery, Clithe
ork Travel P
yees as pa
health and
l staff; and
us encoura
responsible
on is up to
mited eroe Plan
6
art of
d the
aging
e for
date
131
4.0
4.1.
4.1.
4.1.
4.1.
4.1.
4.1.
4.1.
4.1.
1-01/Appen
IMPLEM
1 In orde
staff tra
Plan Co
on-goin
submitt
2 The Tra
store, to
the Pla
ordinato
of the P
3 The Fin
Co-ordi
4 The Tra
Plan an
liaising
5 The Tra
Final T
Plan an
6 Ribble
Plan Co
ordinato
various
Ribble
operato
7 It is env
Store M
to Ribb
8 The Tr
employ
the deta
ndix D
MENTATIO
er to establ
avel pattern
o-ordinator
ng monitori
ted to Ribble
avel Plan C
o implemen
an amongst
ors will play
Plans measu
nal Travel P
nator.
avel Plan C
nd be resp
with Ribble
avel Plan C
ravel Plan
nd to monito
Valley Boro
o-ordinator(
or(s) will be
organisatio
Valley Bo
ors and othe
visaged tha
Managers.
le Valley Bo
ravel Plan
ees, visitor
ailed Travel
ON AND RE
ish an effe
s and attitu
will be app
ng and an
e Valley Bo
Co-ordinato
nt the Trave
employees
y a key role
ures.
Plan will set
Co-ordinator
ponsible for
e Valley Bor
Co-ordinato
and will be
or the effect
ough Coun
(s) upon the
e advised of
ons with w
rough Cou
er key stake
at the Trave
The contac
orough Cou
Co-ordina
rs and othe
l Plan that w
EVIEW
ective Trave
udes to trav
pointed for
nnual surv
orough Coun
rs will be a
el Plan and t
s and visito
e in the prom
out specific
r will overse
r monitoring
rough Coun
or will be re
e required t
tiveness of
cil will be n
eir appointm
f the names
whom they w
uncil Travel
eholders.
el Plan Co-
ct details of
uncil, prior to
ator(s) will
er outside o
will be deve
RawdFormer Ba
el Plan, a c
el will need
each unit w
eys. Info
ncil.
appointed p
to promote
ors of the s
motion of th
c details on
ee the over
g the effec
ncil.
esponsible
to develop
the Plan.
notified of t
ment and sim
s of the rele
will be requ
l Planning
-ordinators
f the Store
o the store
be the f
organisation
eloped.
don Investarkers Nurs
Framewo
coherent un
d to be colle
who will be
rmation ga
prior to the
the aims an
site. The T
he Plan and
the role of
rall operatio
ctiveness of
for the pre
and implem
the name(s
milarly the T
evant conta
uired to co
officers, p
role will be
Managers w
opening.
irst point
ns in all ma
tments Limsery, Clithe
ork Travel P
nderstandin
ected. A Tr
responsible
athered wil
opening of
nd objective
Travel Plan
d in the deli
the Travel
on of the Tr
f the Plan
eparation of
ment the Tr
s) of the Tr
Travel Plan
act details a
onsult, inclu
public trans
e fulfilled by
will be prov
of contact
atters regar
mited eroe Plan
7
ng of
ravel
e for
l be
f the
es of
Co-
ivery
Plan
ravel
and
f the
ravel
ravel
Co-
t the
uding
sport
y the
vided
t for
rding
131
4.1.
4.1.
1-01/Appen
9 The gen
10 The Tra
ndix D
neral respo
Implementi
that these
review and
Developing
that effectiv
On-going r
objectives
required.
update the
Ensuring th
and are ma
them, to pro
To use effe
in the prom
site; and
To work to
manageme
effectively
delivered.
avel Plan w
Prior to de
survey pro-
Three mon
undertaken
months (th
representat
new travel
nsibilities o
ng Travel P
measures
assessmen
g, managing
ve sustainab
review and
are being
The Travel
Travel Plan
hat all empl
ade aware o
omote susta
ective mark
motion of th
ogether with
ent and mo
undertaken
ill be implem
evelopment
-forma will b
nths after o
n and report
his informat
tive data on
routine); an
f the Travel
Plan measu
are realisti
nt of their s
g and imple
ble transpo
assessmen
achieved
l Plan Co-o
n to ensure
loyees and
of all of the
ainable trav
keting and a
e Travel Pl
h the local
onitoring of
n and that t
mented and
occupation
be agreed;
occupation
rted to Ribb
tion will be
nce staff ha
nd
RawdFormer Ba
l Plan Co-o
ures across
c and achie
uccess;
ementing th
rt solutions
nt of the T
and initiat
ordinator(s)
their succe
visitors ha
travel choi
vel;
awareness-
lan and sus
highway au
f the Trave
the Travel
d monitored
n a final tr
the initial s
ble Valley B
e gathered
ave establis
don Investarkers Nurs
Framewo
rdinator(s) w
s the site a
evable, thro
he Travel P
can be ach
ravel Plan
ing new m
) will also b
ess;
ve good tra
ces they ha
-raising sch
stainable tra
uthority to e
el Plan is
Plan meas
as set belo
avel plan a
staff travel
Borough Cou
after this t
shed themse
tments Limsery, Clithe
ork Travel P
will include:
nd for ensu
ough contin
Plan strateg
hieved;
to determi
measures w
be expecte
avel informa
ave availab
hemes to a
avel across
ensure that
efficiently
sures are b
ow:
and staff tr
survey wil
uncil within
time to en
elves in to
mited eroe Plan
8
:
uring
nued
y so
ne if
when
ed to
ation
ble to
ssist
s the
t the
and
being
ravel
ll be
two
sure
their
131
4.2
4.2.
4.2.
1-01/Appen
Summa
1 There a
submitt
2 The fol
and set
the Raw
Table 4
Agre
Iss(exc
patter
Occu
Und
Issuep
Infraspede
paAppo
Issue
De
PerTra
ndix D
Annually th
travel surve
Council wit
ary of Fram
are a numb
ted, agreed
lowing tabl
ts the frame
wdon Invest
4-1: Frame
Item/Mement of Fr
Plsue draft Fincluding detarns) to Ribb
Council foupier to be n
Plan ob
dertake staf
e Travel Plapatterns anstructure meestrian/ cyclarking) to beointment of
ordin
e ‘Employeeall emp
evelop/ promsch
riod of formaavel Plan by
hereafter for
ey will be un
hin two mon
mework for
ber of elem
and implem
e therefore
ework whic
tments Limi
ework for Im
Measure ramework Tlan nal Travel Pails of staff tle Valley Bo
or approvalnotified of T
bligations
ff travel surv
n with staff d set targeteasures (upe access, ,
e implementTravel Plan
nator
e Travel Pacployees
mote car-sheme al monitoriny the Develo
r a period o
ndertaken a
nths.
Implemen
ments of the
mented at d
e summaris
ch will form
ited and Rib
mplementa
Travel
Plan travel orough
3
Travel
veys
Wf
travel ts pgrade
cycle ted n Co- 3
cks’ to
hare
ng of oper
RawdFormer Ba
of five years
and reported
tation
e Travel P
ifferent time
ses the key
the basis o
bble Valley
ation
TimPrior to iss
per
3 months prof the d
Within the occ
Within 3 monfood store/ annually fo
yWithin
underta
Prior to ocdeve
3 months prof the d
At commemp
Within tranotic
5 years fromthe De
don Investarkers Nurs
Framewo
s after occu
d to Ribble
lan which w
escales.
y areas of
of the agree
Borough Co
mescale sue of plannrmission
rior to occupdevelopmen
lease and ucupation nths of openretail unit. r a period oyears. 2 months oking survey
ccupation ofelopment
rior to occupdevelopmen
mencement ployment
vel packs &ce boards. m Occupatievelopment
tments Limsery, Clithe
ork Travel P
upation the
Valley Boro
will need to
implementa
ement betw
ouncil.
ning
pation nt
upon
ning of Then
of five
of ys
f the
pation nt
of
& on
ion of t
mited eroe Plan
9
staff
ough
o be
ation
ween
131
5.0
5.1.
5.1.
5.1.
1-01/Appen
TARGE
1 Travel
and up
Council
2 Travel p
travel p
out rev
enable
3 It shou
individu
than a
replace
into acc
ndix D
ETS - STAF
Plan targets
pdated ann
l to set suita
plans evolv
patterns may
views of sta
the Travel P
ld be recog
ual choosin
ny apparen
ed by a car
count at the
FF
s will be fo
ually. The
able targets
ve over time
y be liable t
aff travel b
Plan initiativ
gnised that
g an altern
nt modal s
driver or vi
e time of the
rmally set f
e Travel P
s.
e and adapt
to change o
ehaviour.
ves to be ad
t a genuine
native mean
shifts caus
ice versa).
e annual rev
RawdFormer Ba
following th
lan Co-ord
t to changin
over time, it
The result
dapted as n
e modal sh
ns of trave
sed by staf
Specific ci
views.
don Investarkers Nurs
Framewo
e initial em
inator will
ng condition
t will be nec
s from the
necessary.
ift ultimatel
l to the pri
ff turnover
rcumstance
tments Limsery, Clithe
ork Travel P
mployee surv
liaise with
ns. As the
cessary to c
ese reviews
y relates to
vate car ra
r (i.e. a cy
es will be ta
mited eroe Plan
10
veys
the
staff
carry
s will
o an
ather
yclist
aken
131
6.0
6.1.
6.1.
6.1.
1-01/Appen
CONCL
1 To ach
encoura
benefits
highly a
2 Rawdon
to furth
This, a
adequa
choose
3 The Tra
journey
air qua
demand
ndix D
LUSIONS
hieve the ta
age its em
s of sustain
accessible l
n Investme
her enhance
allied with
ate informat
sustainable
avel Plan w
ys to and fro
ality and e
d and traffic
arget set o
mployees a
able forms
ocation of t
nts Limited
e sustainab
progressive
tion, will in
e transport
will seek to
om the store
emissions a
c generation
out within t
nd custom
of transpor
he site.
will underta
ble transpo
e managem
fluence and
options in p
achieve si
e. This will
and will al
n associated
RawdFormer Ba
this Travel
ers alike,
rt that are a
ake local in
ort options
ment practic
d encourag
preference t
ignificant re
produce re
so significa
d with the d
don Investarkers Nurs
Framewo
Plan, eac
to take int
available to
frastructure
in the vicin
ces and th
ge staff and
to the privat
eductions in
sultant ben
antly reduc
developmen
tments Limsery, Clithe
ork Travel P
ch operator
to account
them given
e improvem
nity of the
he provisio
d customer
te car.
n car usage
nefits in term
ce car par
nt.
mited eroe Plan
11
r will
the
n the
ments
site.
n of
rs to
e for
ms of
rking
APPENDIX E
ACCESSIBILITY QUESTIONNAIRE
Table F - Accessibility Questionnaire$ite Description:Application Refercnce:
Access CriteriaType
Criteria Scores Score Sub-Score
tifalking Distane to nearest bus <200mstop hom rnain enkane <300mto building (via direct, <500msafu rqrtd >500m
5o31
0
Distarrce to nearest <4fi)mrailuray stratirn from main <1kmenhane to building >lkm o
32
@Gycling Proximity to defined
qple routes<100m<5ff)m<1km
321
oPublic Bus frequency ofTransport pnncipl service ftom
nearst bus stop duringoperationalhours oftte development
Urban/Suburban15 minutes or less30 minutes or less>30 minutes
Villages and RuralHourly or less2 Hourly or less1 or more per day
35o,l
521
Number of bus serviccserving different localitiesstoppng wihin 200 metresof main en&ance
4 or morc tocaliUes @served321
321
Train trequency fiomnearest station (Mon€atdaytime)
30 minutes or les30-59 minutesHourly or lessfiequent
32o
Drive to nearest station 't0 minutes or less15 minutes or less
@1
2Other Travelrcdudi,on
opporfuniti,es
Totat Aggregate Scoru
Accessibility LenrelHigh: 24-30 Medium:
Facilities on site orwithin 100 metresthat rcduce the needto travel:* food shop/cab* nalsagent* cr6che* other
@1
1
tt4
@ Lor: 15 or less
APPENDIX F
PARKING ACCUMULATION
Parking Accumulation
Food Retail 1490 sqm GFA Proposed Foodstore
14 12
Arrivals Departures Arrivals Departures Arrivals Departures Arrivals Departures
00:00 - 01:00 0.000 0.000 0 0 14 00:00 - 01:00 0.000 0.000 0 0 12
01:00 - 02:00 0.000 0.000 0 0 14 01:00 - 02:00 0.000 0.000 0 0 12
02:00 - 03:00 0.000 0.000 0 0 14 02:00 - 03:00 0.000 0.000 0 0 12
03:00 - 04:00 0.000 0.000 0 0 14 03:00 - 04:00 0.000 0.000 0 0 12
04:00 - 05:00 0.000 0.000 0 0 14 04:00 - 05:00 0.000 0.000 0 0 12
05:00 - 06:00 0.000 0.000 0 0 14 05:00 - 06:00 0.000 0.000 0 0 12
06:00 - 07:00 0.000 0.000 0 0 14 06:00 - 07:00 0.000 0.000 0 0 12
07:00 - 08:00 0.000 0.000 0 0 14 07:00 - 08:00 0.261 0.116 4 2 14
08:00 - 09:00 0.737 0.316 11 5 20 08:00 - 09:00 1.745 0.932 26 14 26
09:00 - 10:00 4.910 3.087 73 46 47 09:00 - 10:00 5.176 4.250 77 63 40
10:00 - 11:00 5.840 4.885 87 73 62 10:00 - 11:00 7.411 6.150 110 92 59
11:00 - 12:00 6.175 6.485 92 97 57 11:00 - 12:00 8.304 8.050 124 120 63
12:00 - 13:00 6.311 6.609 94 98 53 12:00 - 13:00 7.813 7.829 116 117 62
13:00 - 14:00 6.386 5.245 95 78 70 13:00 - 14:00 8.099 8.116 121 121 62
14:00 - 15:00 6.782 7.278 101 108 62 14:00 - 15:00 8.476 8.296 126 124 65
15:00 - 16:00 6.274 6.187 93 92 64 15:00 - 16:00 7.256 7.886 108 118 55
16:00 - 17:00 6.410 7.229 96 108 51 16:00 - 17:00 6.208 7.223 92 108 40
17:00 - 18:00 5.059 6.125 75 91 35 17:00 - 18:00 3.268 4.602 49 69 20
18:00 - 19:00 4.128 4.623 62 69 28 18:00 - 19:00 1.118 1.742 17 26 11
19:00 - 20:00 1.962 3.037 29 45 12 19:00 - 20:00 1.111 1.889 17 28 0
20:00 - 21:00 0.335 1.368 8 20 0 20:00 - 21:00 0.000 0.000 0 0 0
21:00 - 22:00 0.000 0.000 0 0 0 21:00 - 22:00 0.000 0.000 0 0 0
22:00 - 23:00 0.000 0.000 0 0 0 22:00 - 23:00 0.000 0.000 0 0 0
23:00 - 24:00 0.000 0.000 0 0 0 23:00 - 24:00 0.000 0.000 0 0 0
61.309 62.474 70 66.246 67.081 65
Weekday
Parking
Accumulatio
Average Weekday Trip
RateTime Range
Average Weekday Trip
Generation Time Range
Average Saturday Trip
Rate
Average Saturday Trip
Generation
Weekday
Parking
Accumulation
Parking Accumulation
Non Food Retail 593 sqm GFA Non Food Retail
Arrivals Departures Arrivals Departures Arrivals Departures Arrivals Departures
00:00 - 01:00 0.000 0.000 0 0 0 00:00 - 01:00 0.000 0.000 0 0 0
01:00 - 02:00 0.000 0.000 0 0 0 01:00 - 02:00 0.000 0.000 0 0 0
02:00 - 03:00 0.000 0.000 0 0 0 02:00 - 03:00 0.000 0.000 0 0 0
03:00 - 04:00 0.000 0.000 0 0 0 03:00 - 04:00 0.000 0.000 0 0 0
04:00 - 05:00 0.000 0.000 0 0 0 04:00 - 05:00 0.000 0.000 0 0 0
05:00 - 06:00 0.000 0.000 0 0 0 05:00 - 06:00 0.000 0.000 0 0 0
06:00 - 07:00 0.000 0.000 0 0 0 06:00 - 07:00 0.000 0.000 0 0 0
07:00 - 08:00 0.093 0.000 1 0 1 07:00 - 08:00 0.000 0.000 0 0 0
08:00 - 09:00 0.653 0.498 4 3 1 08:00 - 09:00 0.226 0.038 1 0 1
09:00 - 10:00 2.209 1.898 13 11 3 09:00 - 10:00 0.660 0.302 4 2 3
10:00 - 11:00 2.085 2.085 12 12 3 10:00 - 11:00 1.245 0.925 7 5 5
11:00 - 12:00 2.209 2.209 13 13 3 11:00 - 12:00 1.642 1.566 10 9 6
12:00 - 13:00 2.396 2.116 14 13 5 12:00 - 13:00 2.094 1.717 12 10 8
13:00 - 14:00 2.116 2.209 13 13 4 13:00 - 14:00 1.642 2.245 10 13 4
14:00 - 15:00 2.116 1.898 13 11 6 14:00 - 15:00 1.943 1.849 12 11 5
15:00 - 16:00 2.022 2.085 12 12 5 15:00 - 16:00 1.887 1.491 11 9 7
16:00 - 17:00 1.960 1.805 12 11 6 16:00 - 17:00 1.566 1.962 9 12 5
17:00 - 18:00 1.587 1.929 9 11 4 17:00 - 18:00 0.736 1.340 4 8 1
18:00 - 19:00 0.871 0.996 5 6 3 18:00 - 19:00 0.019 0.170 0 1 0
19:00 - 20:00 0.187 0.591 1 4 1 19:00 - 20:00 0.000 0.067 0 0 0
20:00 - 21:00 0.000 0.187 8 1 8 20:00 - 21:00 0.000 0.000 0 0 0
21:00 - 22:00 0.000 0.000 0 0 8 21:00 - 22:00 0.000 0.000 0 0 0
22:00 - 23:00 0.000 0.000 0 0 8 22:00 - 23:00 0.000 0.000 0 0 0
23:00 - 24:00 0.000 0.000 0 0 8 23:00 - 24:00 0.000 0.000 0 0 0
20.504 20.506 8 13.660 13.672 8
Average Saturday Trip
Generation
Weekday
Parking
Accumulatio
Time Range
Average Weekday Trip
Rate
Average Weekday Trip
Generation
Weekday
Parking
Accumulation
Time Range
Average Saturday Trip
Rate
Parking Accumulation
6 13
Arrivals Departures Arrivals Departures
00:00 - 01:00 0 0 6 00:00 - 01:00 0 0 13
01:00 - 02:00 0 0 6 01:00 - 02:00 0 0 13
02:00 - 03:00 0 0 6 02:00 - 03:00 0 0 13
03:00 - 04:00 0 0 6 03:00 - 04:00 0 0 13
04:00 - 05:00 0 0 6 04:00 - 05:00 0 0 13
05:00 - 06:00 0 0 6 05:00 - 06:00 0 0 13
06:00 - 07:00 0 0 6 06:00 - 07:00 0 0 13
07:00 - 08:00 1 0 7 07:00 - 08:00 4 2 15
08:00 - 09:00 15 8 14 08:00 - 09:00 27 14 28
09:00 - 10:00 86 57 43 09:00 - 10:00 81 65 44
10:00 - 11:00 99 85 57 10:00 - 11:00 118 97 65
11:00 - 12:00 105 110 52 11:00 - 12:00 133 129 69
12:00 - 13:00 108 111 50 12:00 - 13:00 129 127 71
13:00 - 14:00 108 91 66 13:00 - 14:00 130 134 67
14:00 - 15:00 114 120 60 14:00 - 15:00 138 135 71
15:00 - 16:00 105 105 61 15:00 - 16:00 119 126 64
16:00 - 17:00 107 118 50 16:00 - 17:00 102 119 46
17:00 - 18:00 85 103 32 17:00 - 18:00 53 77 23
18:00 - 19:00 67 75 24 18:00 - 19:00 17 27 12
19:00 - 20:00 30 49 5 19:00 - 20:00 17 29 0
20:00 - 21:00 16 21 0 20:00 - 21:00 0 0 0
21:00 - 22:00 0 0 0 21:00 - 22:00 0 0 0
22:00 - 23:00 0 0 0 22:00 - 23:00 0 0 0
23:00 - 24:00 0 0 0 23:00 - 24:00 0 0 0
66 71
Average Saturday Trip
Generation
Weekday
Parking
Accumulatio
Time Range
Average Weekday Trip
Generation
Weekday
Parking
Accumulation
Time Range
APPENDIX G
SERVICING STRATEGY
FORMER BARKERS NURSERY
CLITHEROE
SERVICING STRATEGY
PREPARED ON BEHALF OF:
RAWDON INVESTMENTS LIMITED
Windsor House
5a King Street
Newcastle under Lyme
ST5 1EH
Rawdon Investments Limited
Former Barkers Nursery, Clitheroe Servicing Strategy
CONTENTS
INTRODUCTION .................................................................... 1 1.0
DEVELOPMENT SITE............................................................ 2 2.0
REGIONAL OPERATIONS .................................................... 5 3.0
SITE SPECIFIC ARRANGEMENTS ....................................... 7 4.0
Rawdon Investments Limited
Former Barkers Nursery, Clitheroe Servicing Strategy
131-01/Appendix G 1
INTRODUCTION 1.0
1.1.1 This Servicing Strategy has been prepared by Cameron Rose Associates on
behalf of Radon Property in order to provide details of servicing arrangements
for the proposed development at the former Barkers Nursery, off the A671
Whalley Road in Clitheroe
1.1.2 The development proposals include:
• a 1,490sqm GFA discount food store operated by Aldi Food Stores;
and
• a 593sqm GFA non-food retail unit.
1.1.3 Section 2.0 of this report provides an overview of the scale of the end users
operation and details the common attributes that relate to deliveries and
servicing.
1.1.4 Section 3.0 concentrates on regional operation of the proposed land uses.
This chapter provides information about the fleet of vehicles delivering to the
existing stores/ units in the region.
1.1.5 Section 4.0 provides a detailed commentary on the servicing requirements at
the proposed site, including a swept path analysis of the relevant service
vehicles carrying out a standard delivery, which demonstrates the
accessibility of the proposed service facilities.
1.1.6 This note is completed in Section 5.0, which draws conclusions on the sites
service delivery operations.
Rawdon Investments Limited
Former Barkers Nursery, Clitheroe Servicing Strategy
131-01/Appendix G 2
DEVELOPMENT SITE 2.0
2.1 Aldi Neighbourhood Food Store
The Company
2.1.1 Aldi have over 9,000 stores across the world, of which more than 500 are
located in the UK. Aldi continues to grow through a multi-million pound
investment programme in people, stores and distribution facilities.
2.1.2 The scale of Aldi’s international operation affords them significant buying
power so they can buy at better rates. They also reduce their costs by cutting
out gimmicks. The resultant savings are substantial and are passed on to
customers as discounted prices.
2.1.3 Aldi have considerable experience of running efficient service delivery
operations to their stores throughout the world.
2.1.4 Each potential new site is looked at on its merits and careful consideration is
given to the access arrangements for customers, staff and deliveries by Aldi.
Aldi are able to draw on considerable experience from their existing stores
when considering new site layouts and access arrangements.
The Aldi Store
2.1.5 An Aldi store is a modest scale supermarket, generally fulfilling a
neighbourhood shopping role. Aldi is complementary to the existing pattern
of trade within the local area.
2.1.6 The total range of products sold in an Aldi store is limited to approximately
1,200 lines. This compares with many retailers like Tesco and Sainsbury
selling between 25,000 and 30,000 products. This has a significant impact on
the frequency and type of delivery vehicles to each store.
2.1.7 A range of seasonal fruit and vegetable items are delivered fresh to the store
on a daily basis, sourced from local suppliers where possible. Aldi’s bread
and morning goods range are managed and procured in the same way. Milk
is also sourced locally.
2.1.8 Aldi have a policy of limited trading hours, which are generally as follows:
Rawdon Investments Limited
Former Barkers Nursery, Clitheroe Servicing Strategy
131-01/Appendix G 3
• Monday – Saturday 08:00 – 22:00
• Sunday 10:00 – 16:00
2.1.9 Main deliveries may occur whilst the store is opening, however, site
constraints at some stores require deliveries to take place outside normal
trading hours.
2.1.10 Up to 35 members of staff are employed at each store, comprising a Store
Manager, Assistant Store Manager and Store Assistants.
2.2 Non-Food Retail Unit
2.2.1 The end user of the non-food retail unit is yet to be confirmed however talks
are advanced with several operators. The information presented below is
based on one of these operator who has the greatest demand for servicing
and is therefore the worse case.
The Company
2.2.2 The non-food retail unit has over 300 stores across the UK and are the
leading retailer in pets and pet related products. The premises to be used for
the retail sale of animals mammals birds fish insects and reptiles and the
retail sale of all foodstuffs clothing accessories and other products including
the sale of pet insurance for the same and relative to the care well-being and
maintenance or management and the supply of services including a
veterinary surgery and animal grooming and any other ancillary and or related
services.
2.2.3 The Non-food retail unit have considerable experience of running efficient
service delivery operations to their stores throughout the UK.
The Pet at Home Store
2.2.4 The total product range extends to 3,904 lines. Approximately 960 products
are small food stuff.
2.2.5 The trading hours are generally as follows:
• Monday – Friday 09:00 – 20:00;
Rawdon Investments Limited
Former Barkers Nursery, Clitheroe Servicing Strategy
131-01/Appendix G 4
• Saturday 09:00 – 1800; and
• Sunday 11:00 – 17:00
2.2.6 Main deliveries may occur whilst the store is opening, however, site
constraints at some stores require deliveries to take place outside normal
trading hours.
2.2.7 Approximately 16 staff are employed at each store.
Rawdon Investments Limited
Former Barkers Nursery, Clitheroe Servicing Strategy
131-01/Appendix G 5
REGIONAL OPERATIONS 3.0
3.1 Aldi’s Regional Logistics
3.1.1 Aldi’s operations for the proposed store would be run from the Middleton
regional distribution centre.
3.1.2 From the Middleton distribution centre a fleet of vehicles service all stores
within the region. Each of these vehicles is a 16.5m fully articulated lorry with
rear wheel steering and a maximum gross weight of 44 tonnes.
3.1.3 Delivery routes are planned to minimise distances travelled by each vehicle
and maximise efficiency of goods per delivery. This practice is economically
prudent for Aldi but also sustainable by virtue of reducing vehicle kilometres
travelled.
3.1.4 Each vehicle will visit between one and six stores depending on the nature of
the delivery and the geographical location of the stores. On average each
store will have only one delivery by articulated lorry per day plus a smaller
vehicle delivering locally sourced products. This compares with an average
of six to 10 articulated lorries and up to a 20 subsidiary vehicles (including
HGVs) per day usually associated with the larger supermarkets.
3.1.5 Each store manager will have an allotted time each day by which the main
delivery will have taken place. Each driver is furnished with a mobile phone
and is able to inform the distribution centre if any delay is likely. However,
this is very rare and allocated delivery times are consistently met by the
distribution teams.
3.1.6 Delivery practices are identical at each store. Goods delivery is a one-man
function carried out by the driver. The vehicle is reversed down the delivery
ramp to the loading bay which is fitted with a “dock leveller” to provide a flush
ramp from the floor of the lorry to the floor of the storage area.
Rawdon Investments Limited
Former Barkers Nursery, Clitheroe Servicing Strategy
131-01/Appendix G 6
3.1.7 The driver gains access to the building by means of a “driver’s door” located
next to the loading bay. The driver opens the roller shutter door from within
the building then unloads the goods directly into the storage area. The driver
is then responsible for locking the shutter and the side door before leaving.
Contact with the store manager is only required where site-specific special
arrangements dictate.
3.1.8 At sites where entrance barriers are installed, the delivery vehicles are fitted
with transponders, which activate the barriers automatically.
Rawdon Investments Limited
Former Barkers Nursery, Clitheroe Servicing Strategy
131-01/Appendix G 7
SITE SPECIFIC ARRANGEMENTS 4.0
4.1 Site Layout
4.1.1 Drawing 131-01/ATR-03 and 131-01/ATR-04 attached in Appendix C of the
Transport Assessment (TA) illustrates the swept path of an articulated vehicle
accessing and egressing the proposed site.
4.2 Site Location and Access
4.2.1 The site is located within Clitheroe within the Borough of Ribble Valley in
Lancashire. The site lies to the east of the A671 Whalley Road, which
provides the main route into Clitheroe from the A49 to the south.
4.2.2 The site is bounded to the north by residential development, with petrol filling
station beyond, to the east by residential development, to the south by
Littlemoor Road and to the west by the A671 Whalley Road. A full description
of site location and access is contained in Sections 2.0 and 4.0 of the
Transport Assessment.
4.2.3 The servicing arrangements at the proposed site have been designed to
operate without detriment to the operation of the highway network or
customer safety.
4.3 Site Specific Operational Requirements
4.3.1 Full details of the specific servicing requirement is detailed within the
applications accompanying the Transport Assessment and summarised
below.
Aldi Store
• Servicing will be via the customer access of A671 Whalley Road;
• There will normally be three Articulated HGV delivery per day;
• The HGV delivery arrival journey will normally take place outside peak
highway network hours;
• The standard delivery period is up to one hour;
Rawdon Investments Limited
Former Barkers Nursery, Clitheroe Servicing Strategy
131-01/Appendix G 8
• Vehicular access to the service yard will be through the car park. In
addition, all manoeuvring will be supervised and assisted as
necessary by the store manager; and
• Any non-staff vehicles remaining anywhere in the car park once the
store is closed will be warned/ fined and eventually removed.
Non Food Retail Unit
• Servicing will be via the customer access of A671 Whalley Road;
• There will normally be three LGV deliveries per week;
• The HGV delivery arrival journey will normally take place outside peak
highway network hours;
• The standard delivery period is 30 minutes;
• Vehicular access to the service yard will be through the car park. In
addition, all manoeuvring will be supervised and assisted as
necessary by the store manager; and
• Any non-staff vehicles remaining anywhere in the car park once the
store is closed will be warned/ fined and eventually removed.
4.4 Additional Safety Benefits
4.4.1 It should be noted that over recent years, service vehicles used by operators
on the site have benefited from operational safety improvements including:
• Rear Cameras;
• Audible Warning Systems; and
• Reversing Object Sensors.
APPENDIX H
TRAFFIC COUNT DATA
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (1) A671 Whalley Road / Primrose Road
Approach: A671 Whalley Road (North)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 103 8 4 0 2 117 0 0 5 1 0 1 0 71515 - 1530 1 0 118 10 1 1 4 135 0 0 2 2 0 0 0 41530 - 1545 0 1 162 10 0 1 0 174 0 0 3 2 0 1 0 61545 - 1600 0 0 139 13 1 0 1 154 0 0 4 1 0 0 0 5Hourly Total 1 1 522 41 6 2 7 580 0 0 14 6 0 2 0 221600 - 1615 0 1 138 17 2 0 12 170 0 0 2 0 1 0 0 31615 - 1630 0 0 147 19 1 1 4 172 0 0 4 0 0 0 0 41630 - 1645 0 0 114 9 0 0 3 126 0 0 1 1 0 0 0 21645 - 1700 0 1 140 8 1 0 4 154 0 0 7 0 0 0 0 7Hourly Total 0 2 539 53 4 1 23 622 0 0 14 1 1 0 0 161700 - 1715 2 1 147 13 1 0 1 165 0 0 9 0 0 0 0 91715 - 1730 0 2 142 9 3 0 2 158 0 0 2 2 0 0 0 41730 - 1745 0 0 127 7 0 0 2 136 0 0 2 0 0 0 0 21745 - 1800 0 0 116 9 0 0 3 128 1 0 7 1 0 0 0 9Hourly Total 2 3 532 38 4 0 8 587 1 0 20 3 0 0 0 241800 - 1815 0 1 125 9 1 0 4 140 0 0 4 0 0 0 0 41815 - 1830 0 0 124 7 2 0 2 135 0 0 6 1 0 0 0 7Hourly Total 0 1 249 16 3 0 6 275 0 0 10 1 0 0 0 11
TOTAL 3 7 1842 148 17 3 44 2064 1 0 58 11 1 2 0 73
Ahead to A671 Whalley Road (South) Right to Primrose Road
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (1) A671 Whalley Road / Primrose Road
Approach: A671 Whalley Road (South)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 9 2 0 2 0 13 1 0 138 14 2 1 8 1641515 - 1530 0 0 4 1 0 0 0 5 0 0 149 21 0 0 2 1721530 - 1545 0 0 7 1 0 0 1 9 0 0 138 22 1 0 6 1671545 - 1600 0 0 16 0 1 0 0 17 0 0 172 16 1 0 2 191Hourly Total 0 0 36 4 1 2 1 44 1 0 597 73 4 1 18 6941600 - 1615 0 0 10 3 0 0 0 13 2 0 151 13 0 1 4 1711615 - 1630 0 0 15 2 0 0 0 17 0 1 139 20 0 1 4 1651630 - 1645 0 0 11 0 0 0 0 11 2 2 148 19 1 1 2 1751645 - 1700 0 0 16 0 1 0 0 17 0 1 158 23 1 0 3 186Hourly Total 0 0 52 5 1 0 0 58 4 4 596 75 2 3 13 6971700 - 1715 0 0 11 2 0 0 0 13 1 2 171 15 1 1 3 1941715 - 1730 0 0 9 1 0 0 1 11 0 0 153 12 0 0 2 1671730 - 1745 0 0 11 1 0 0 0 12 0 0 172 29 1 0 1 2031745 - 1800 0 0 17 2 0 0 0 19 0 0 187 12 1 0 3 203Hourly Total 0 0 48 6 0 0 1 55 1 2 683 68 3 1 9 7671800 - 1815 0 0 18 1 0 0 0 19 0 3 170 17 1 0 3 1941815 - 1830 0 0 12 1 0 0 0 13 0 0 169 11 0 0 2 182Hourly Total 0 0 30 2 0 0 0 32 0 3 339 28 1 0 5 376
TOTAL 0 0 166 17 2 2 2 189 6 9 2215 244 10 5 45 2534
Left to Primrose Road Ahead to A671 Whalley Road (North)
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (1) A671 Whalley Road / Primrose Road
Approach: Primrose Road
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 10 1 0 0 0 11 1 0 10 5 0 1 1 181515 - 1530 0 0 4 2 0 0 1 7 0 1 17 7 2 0 0 271530 - 1545 0 0 7 0 0 0 1 8 0 0 12 9 0 1 0 221545 - 1600 0 0 6 2 0 0 0 8 0 0 11 1 0 0 0 12Hourly Total 0 0 27 5 0 0 2 34 1 1 50 22 2 2 1 791600 - 1615 0 0 1 1 0 0 1 3 0 0 11 2 0 1 0 141615 - 1630 0 0 6 1 0 0 0 7 0 0 14 6 0 0 1 211630 - 1645 0 0 7 1 0 0 0 8 0 1 9 3 0 1 0 141645 - 1700 0 0 6 0 0 0 0 6 0 0 15 3 1 1 0 20Hourly Total 0 0 20 3 0 0 1 24 0 1 49 14 1 3 1 691700 - 1715 1 0 15 0 0 0 0 16 0 0 21 3 0 0 0 241715 - 1730 0 0 5 2 0 0 0 7 0 0 8 0 0 0 0 81730 - 1745 0 0 5 2 0 0 0 7 0 0 12 0 0 0 0 121745 - 1800 0 0 3 0 0 0 0 3 0 0 12 0 0 0 0 12Hourly Total 1 0 28 4 0 0 0 33 0 0 53 3 0 0 0 561800 - 1815 0 0 5 1 0 0 0 6 0 0 9 2 0 1 0 121815 - 1830 0 0 2 0 0 0 0 2 0 0 7 0 0 0 0 7Hourly Total 0 0 7 1 0 0 0 8 0 0 16 2 0 1 0 19
TOTAL 1 0 82 13 0 0 3 99 1 2 168 41 3 6 2 223
Left to A671 Whalley Road (North) Right to A671 Whalley Road (South)
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (2) A671 Whalley Road / Littlemoor Road / Beverley Drive
Approach: A671 Whalley Road (North)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 2 0 0 0 0 2 0 0 105 8 4 1 2 120 0 0 0 0 0 0 0 01515 - 1530 0 0 2 0 0 0 0 2 1 0 117 11 1 1 4 135 0 0 0 0 0 0 0 01530 - 1545 0 0 3 0 0 0 0 3 0 1 151 10 0 2 0 164 0 0 0 0 0 0 0 01545 - 1600 0 0 3 0 0 0 0 3 0 0 135 14 1 0 1 151 0 0 3 0 0 0 0 3
Hourly Total 0 0 10 0 0 0 0 10 1 1 508 43 6 4 7 570 0 0 3 0 0 0 0 31600 - 1615 0 0 2 0 0 0 0 2 0 1 131 16 3 0 12 163 0 0 0 0 0 0 0 01615 - 1630 0 1 6 1 0 0 0 8 0 0 138 19 1 1 4 163 0 0 0 0 0 0 0 01630 - 1645 0 0 1 0 0 0 0 1 0 0 109 9 0 0 3 121 0 0 2 0 0 0 0 21645 - 1700 0 0 2 1 0 0 0 3 0 1 137 8 1 0 4 151 0 0 0 0 0 0 0 0
Hourly Total 0 1 11 2 0 0 0 14 0 2 515 52 5 1 23 598 0 0 2 0 0 0 0 21700 - 1715 0 0 1 0 0 0 0 1 2 1 152 12 1 0 1 169 0 0 0 1 0 0 0 11715 - 1730 0 0 5 2 0 0 0 7 0 2 131 10 3 0 2 148 0 0 2 0 0 0 0 21730 - 1745 0 0 3 0 0 0 0 3 0 0 125 5 0 0 2 132 0 0 1 0 0 0 0 11745 - 1800 0 0 1 0 0 0 0 1 1 0 114 8 0 0 2 125 0 0 0 0 0 0 0 0
Hourly Total 0 0 10 2 0 0 0 12 3 3 522 35 4 0 7 574 0 0 3 1 0 0 0 41800 - 1815 0 0 2 1 0 0 0 3 0 1 119 8 1 0 4 133 0 0 0 0 0 0 0 01815 - 1830 0 0 0 0 0 0 0 0 0 0 124 6 2 0 1 133 0 0 1 0 0 0 0 1
Hourly Total 0 0 2 1 0 0 0 3 0 1 243 14 3 0 5 266 0 0 1 0 0 0 0 1
TOTAL 0 1 33 5 0 0 0 39 4 7 1788 144 18 5 42 2008 0 0 9 1 0 0 0 10
Left to Littlemoor Road Ahead to A671 Whalley Road (South) Right to Beverley Drive
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (2) A671 Whalley Road / Littlemoor Road / Beverley Drive
Approach: Littlemoor Road
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 3 1 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 41515 - 1530 0 0 3 1 0 0 0 4 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11530 - 1545 0 0 12 2 0 0 0 14 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 21545 - 1600 0 0 8 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
Hourly Total 0 0 26 4 0 0 0 30 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 81600 - 1615 0 0 9 1 0 0 0 10 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11615 - 1630 0 0 13 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 21630 - 1645 0 0 6 1 0 0 0 7 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 21645 - 1700 0 0 10 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Hourly Total 0 0 38 2 0 0 0 40 0 0 0 0 0 0 0 0 0 0 6 1 0 0 0 71700 - 1715 0 0 4 1 0 0 0 5 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 21715 - 1730 0 0 13 1 0 0 0 14 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 31730 - 1745 0 0 4 2 0 0 0 6 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11745 - 1800 0 0 9 2 0 0 1 12 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2
Hourly Total 0 0 30 6 0 0 1 37 0 0 2 0 0 0 0 2 0 0 7 1 0 0 0 81800 - 1815 0 0 10 1 0 0 0 11 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11815 - 1830 0 0 6 2 0 0 1 9 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
Hourly Total 0 0 16 3 0 0 1 20 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
TOTAL 0 0 110 15 0 0 2 127 0 0 2 0 0 0 0 2 0 0 23 2 0 0 0 25
Left to A671 Whalley Road (South) Ahead to Beverley Drive Right to A671 Whalley Road (North)
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (2) A671 Whalley Road / Littlemoor Road / Beverley Drive
Approach: A671 Whalley Road (South)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 0 0 0 0 0 0 1 0 138 12 2 1 8 162 0 0 10 3 0 0 0 131515 - 1530 0 0 0 0 0 0 0 0 0 0 147 22 0 0 2 171 0 0 6 1 0 0 1 81530 - 1545 0 0 1 0 0 0 0 1 0 0 136 20 1 0 6 163 0 0 8 2 0 0 1 111545 - 1600 0 0 0 0 0 0 0 0 0 0 170 18 1 0 2 191 0 0 8 0 0 0 0 8
Hourly Total 0 0 1 0 0 0 0 1 1 0 591 72 4 1 18 687 0 0 32 6 0 0 2 401600 - 1615 2 0 0 0 0 0 0 2 0 0 144 13 0 1 4 162 0 0 8 1 0 0 1 101615 - 1630 0 0 0 0 0 0 0 0 0 1 133 20 0 1 4 159 0 0 12 1 0 0 0 131630 - 1645 0 0 0 0 0 0 0 0 2 2 146 19 1 1 2 173 0 0 9 1 0 0 0 101645 - 1700 0 0 1 0 0 0 0 1 0 1 152 23 1 0 3 180 0 0 11 0 0 0 0 11
Hourly Total 2 0 1 0 0 0 0 3 2 4 575 75 2 3 13 674 0 0 40 3 0 0 1 441700 - 1715 0 0 2 0 0 0 0 2 1 2 173 15 1 1 3 196 1 0 11 0 0 0 0 121715 - 1730 0 0 2 0 0 0 0 2 0 0 150 14 0 0 2 166 0 0 6 0 0 0 0 61730 - 1745 0 0 1 0 0 0 0 1 0 0 165 31 1 0 1 198 0 0 11 0 0 0 0 111745 - 1800 0 0 1 0 0 0 0 1 0 0 175 12 1 0 3 191 0 0 14 0 0 0 0 14
Hourly Total 0 0 6 0 0 0 0 6 1 2 663 72 3 1 9 751 1 0 42 0 0 0 0 431800 - 1815 0 0 0 0 0 0 0 0 0 3 166 17 1 0 3 190 0 0 9 1 0 0 0 101815 - 1830 0 0 0 0 0 0 0 0 0 0 164 11 0 0 2 177 0 0 7 0 0 0 0 7
Hourly Total 0 0 0 0 0 0 0 0 0 3 330 28 1 0 5 367 0 0 16 1 0 0 0 17
TOTAL 2 0 8 0 0 0 0 10 4 9 2159 247 10 5 45 2479 1 0 130 10 0 0 3 144
Left to Beverley Drive Ahead to A671 Whalley Road (North) Right to Littlemoor Road
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (2) A671 Whalley Road / Littlemoor Road / Beverley Drive
Approach: Beverley Drive
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01515 - 1530 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01530 - 1545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 21545 - 1600 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 21600 - 1615 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01645 - 1700 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01700 - 1715 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01715 - 1730 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01730 - 1745 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 6 1 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01800 - 1815 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01815 - 1830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 14 1 0 0 0 15 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Left to A671 Whalley Road (North) Ahead to Littlemoor Road Right to A671 Whalley Road (South)
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (3) Woone Lane / Greenacre Street / Eshton Terrace
Approach: Woone Lane (North)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11515 - 1530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11530 - 1545 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 5 1 0 0 0 61545 - 1600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 4
Hourly Total 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 11 1 0 0 0 121600 - 1615 0 0 0 0 0 0 0 0 0 0 4 2 0 0 0 6 0 0 7 1 0 0 0 81615 - 1630 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 4 0 0 0 0 41630 - 1645 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 5 0 0 0 0 51645 - 1700 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 4 0 0 6 0 0 0 0 6
Hourly Total 0 0 0 0 0 0 0 0 0 0 10 2 0 0 0 12 0 0 22 1 0 0 0 231700 - 1715 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 1 0 5 1 0 0 0 71715 - 1730 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 7 1 0 0 0 81730 - 1745 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0 5 1 0 0 0 61745 - 1800 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 6 0 0 0 0 6
Hourly Total 0 0 0 0 0 0 0 0 0 0 7 1 0 0 0 8 1 0 23 3 0 0 0 271800 - 1815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 0 51815 - 1830 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 7 0 0 0 0 7
Hourly Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 11 1 0 0 0 12
TOTAL 0 0 0 0 0 0 0 0 1 0 18 3 0 0 0 22 1 0 67 6 0 0 0 74
Left to Greenacre Street Ahead to Woone Lane (South) Right to Eshton Terrace
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (3) Woone Lane / Greenacre Street / Eshton Terrace
Approach: Greenacre Street
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 13 1 0 0 0 14 0 0 60 7 0 1 1 69 0 0 9 0 0 0 0 91515 - 1530 0 0 9 1 0 0 0 10 0 2 53 10 0 0 2 67 0 0 12 1 0 0 0 131530 - 1545 0 0 16 1 0 0 0 17 1 0 73 13 0 0 1 88 0 0 5 0 0 0 0 51545 - 1600 0 0 14 0 0 0 2 16 0 1 65 9 1 0 0 76 0 0 5 0 0 0 0 5
Hourly Total 0 0 52 3 0 0 2 57 1 3 251 39 1 1 4 300 0 0 31 1 0 0 0 321600 - 1615 0 0 10 0 0 0 0 10 1 0 66 7 0 1 0 75 0 0 4 0 0 0 0 41615 - 1630 0 0 9 5 0 0 1 15 0 0 57 7 1 1 1 67 0 0 4 1 0 0 0 51630 - 1645 0 0 9 0 0 0 0 9 0 1 59 9 0 1 1 71 0 0 7 2 0 0 0 91645 - 1700 0 0 12 0 0 0 1 13 3 0 65 10 0 0 1 79 0 0 7 1 0 0 0 8
Hourly Total 0 0 40 5 0 0 2 47 4 1 247 33 1 3 3 292 0 0 22 4 0 0 0 261700 - 1715 0 0 13 0 0 0 0 13 1 2 92 8 0 0 0 103 0 0 12 0 0 0 0 121715 - 1730 0 0 13 1 0 0 0 14 0 0 68 7 0 1 0 76 0 0 4 0 0 0 0 41730 - 1745 0 1 5 0 0 0 0 6 1 0 78 6 0 0 0 85 0 0 8 1 0 0 0 91745 - 1800 0 1 12 1 0 0 0 14 0 0 74 1 0 0 0 75 0 0 1 0 0 0 0 1
Hourly Total 0 2 43 2 0 0 0 47 2 2 312 22 0 1 0 339 0 0 25 1 0 0 0 261800 - 1815 0 0 10 0 0 0 0 10 0 0 79 5 0 1 1 86 0 0 1 0 0 0 0 11815 - 1830 0 0 9 1 0 0 0 10 0 1 75 2 0 0 1 79 0 0 4 0 0 0 0 4
Hourly Total 0 0 19 1 0 0 0 20 0 1 154 7 0 1 2 165 0 0 5 0 0 0 0 5
TOTAL 0 2 154 11 0 0 4 171 7 7 964 101 2 6 9 1096 0 0 83 6 0 0 0 89
Left to Woone Lane (South) Ahead to Eshton Terrace Right to Woone Lane (North)
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (3) Woone Lane / Greenacre Street / Eshton Terrace
Approach: Woone Lane (South)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 7 0 0 0 0 7 0 0 14 2 0 1 1 18 0 0 0 0 0 0 0 01515 - 1530 0 0 5 1 0 0 0 6 0 0 9 0 0 0 0 9 0 0 0 0 0 0 0 01530 - 1545 0 0 3 2 0 0 0 5 0 0 10 0 0 0 0 10 0 0 0 0 0 0 0 01545 - 1600 0 0 4 0 0 0 0 4 0 0 9 0 0 0 0 9 0 0 0 0 0 0 0 0
Hourly Total 0 0 19 3 0 0 0 22 0 0 42 2 0 1 1 46 0 0 0 0 0 0 0 01600 - 1615 0 0 3 1 0 0 0 4 0 0 8 0 1 0 0 9 0 0 0 0 0 0 0 01615 - 1630 0 0 2 1 0 0 0 3 0 0 8 3 0 0 0 11 0 0 0 0 0 0 0 01630 - 1645 0 0 5 2 0 0 0 7 0 0 5 1 0 0 0 6 0 0 0 0 0 0 0 01645 - 1700 0 0 2 2 0 0 0 4 0 1 6 1 0 0 0 8 0 0 0 0 0 0 0 0
Hourly Total 0 0 12 6 0 0 0 18 0 1 27 5 1 0 0 34 0 0 0 0 0 0 0 01700 - 1715 0 0 8 0 0 0 0 8 0 0 7 0 0 0 0 7 0 0 0 0 0 0 0 01715 - 1730 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 0 0 0 0 0 0 0 01730 - 1745 0 0 6 0 0 0 0 6 0 0 4 0 0 0 1 5 0 0 0 0 0 0 0 01745 - 1800 0 0 3 1 0 0 0 4 0 0 13 1 0 0 0 14 0 0 0 0 0 0 0 0
Hourly Total 0 0 21 1 0 0 0 22 0 0 32 1 0 0 1 34 0 0 0 0 0 0 0 01800 - 1815 0 0 5 1 0 0 0 6 0 0 6 0 0 0 1 7 0 0 0 0 0 0 0 01815 - 1830 0 0 1 0 0 0 0 1 0 0 5 1 0 0 0 6 0 0 0 0 0 0 0 0
Hourly Total 0 0 6 1 0 0 0 7 0 0 11 1 0 0 1 13 0 0 0 0 0 0 0 0
TOTAL 0 0 58 11 0 0 0 69 0 1 112 9 1 1 3 127 0 0 0 0 0 0 0 0
Left to Eshton Terrace Ahead to Woone Lane (North) Right to Greenacre Street
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (3) Woone Lane / Greenacre Street / Eshton Terrace
Approach: Eshton Terrace
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 49 5 0 1 0 55 0 0 0 0 0 0 0 0 0 0 12 3 0 0 0 151515 - 1530 0 1 62 5 1 0 0 69 0 0 0 0 0 0 0 0 0 0 10 4 0 0 0 141530 - 1545 0 1 59 11 0 0 0 71 0 0 0 0 0 0 0 0 0 0 8 1 0 0 0 91545 - 1600 0 0 37 5 0 0 2 44 0 0 0 0 0 0 0 0 0 0 11 1 0 0 0 12
Hourly Total 0 2 207 26 1 1 2 239 0 0 0 0 0 0 0 0 0 0 41 9 0 0 0 501600 - 1615 0 1 59 6 1 0 1 68 0 0 0 0 0 0 0 0 0 0 8 2 0 0 0 101615 - 1630 1 0 50 12 0 0 0 63 0 0 0 0 0 0 0 0 0 0 6 5 0 0 0 111630 - 1645 0 0 55 2 0 0 0 57 0 0 0 0 0 0 0 0 0 0 8 3 0 0 0 111645 - 1700 0 0 62 4 0 1 2 69 0 0 0 0 0 0 0 0 0 0 10 3 0 0 0 13
Hourly Total 1 1 226 24 1 1 3 257 0 0 0 0 0 0 0 0 0 0 32 13 0 0 0 451700 - 1715 0 0 68 5 1 0 0 74 0 0 0 0 0 0 0 0 0 0 9 1 0 0 0 101715 - 1730 0 0 65 6 1 0 0 72 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 91730 - 1745 0 0 46 2 0 0 0 48 0 0 0 0 0 0 0 0 0 0 7 1 0 0 0 81745 - 1800 0 0 69 5 0 0 0 74 0 0 0 0 0 0 0 0 0 0 13 1 0 0 0 14
Hourly Total 0 0 248 18 2 0 0 268 0 0 0 0 0 0 0 0 0 0 38 3 0 0 0 411800 - 1815 0 0 67 6 1 0 0 74 0 0 0 0 0 0 0 0 0 0 8 1 0 0 0 91815 - 1830 0 0 59 2 0 0 1 62 0 0 0 0 0 0 0 0 0 0 11 0 0 0 0 11
Hourly Total 0 0 126 8 1 0 1 136 0 0 0 0 0 0 0 0 0 0 19 1 0 0 0 20
TOTAL 1 3 807 76 5 2 6 900 0 0 0 0 0 0 0 0 0 0 130 26 0 0 0 156
Left to Woone Lane (North) Ahead to Greenacre Street Right to Woone Lane (South)
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (4) A671 Whalley Road / Greenacre Street
Approach: A671 Whalley Road (North)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 1 110 13 3 2 3 132 0 0 52 3 0 0 0 551515 - 1530 1 0 122 10 1 2 4 140 1 2 39 7 0 0 1 501530 - 1545 0 1 160 11 1 2 0 175 1 0 62 4 0 0 1 681545 - 1600 0 0 151 14 0 0 1 166 0 0 53 8 0 0 1 62Hourly Total 1 2 543 48 5 6 8 613 2 2 206 22 0 0 3 2351600 - 1615 1 3 156 16 4 0 13 193 1 0 45 2 0 0 0 481615 - 1630 0 0 126 22 1 1 2 152 0 0 40 6 1 0 1 481630 - 1645 0 0 122 14 0 0 5 141 0 0 46 3 0 0 0 491645 - 1700 0 1 143 10 1 1 4 160 0 0 47 7 0 0 0 54Hourly Total 1 4 547 62 6 2 24 646 1 0 178 18 1 0 1 1991700 - 1715 1 1 166 17 2 0 0 187 0 0 59 2 0 0 0 611715 - 1730 0 2 143 18 2 0 2 167 0 0 44 3 0 0 0 471730 - 1745 1 0 142 11 0 0 3 157 0 1 49 2 0 0 0 521745 - 1800 1 0 122 12 0 0 2 137 0 1 35 1 0 0 0 37Hourly Total 3 3 573 58 4 0 7 648 0 2 187 8 0 0 0 1971800 - 1815 2 1 129 15 0 0 4 151 0 0 46 3 0 0 0 491815 - 1830 0 0 141 11 1 0 1 154 0 0 41 1 0 0 1 43Hourly Total 2 1 270 26 1 0 5 305 0 0 87 4 0 0 1 92
TOTAL 7 10 1933 194 16 8 44 2212 3 4 658 52 1 0 5 723
Ahead to A671 Whalley Road (South) Right to Greenacre Street
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (4) A671 Whalley Road / Greenacre Street
Approach: A671 Whalley Road (South)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 32 3 0 1 1 37 0 0 123 10 1 1 8 1431515 - 1530 1 1 34 8 0 0 1 45 0 0 129 18 0 0 2 1491530 - 1545 0 0 37 9 0 0 0 46 0 0 124 13 1 0 6 1441545 - 1600 0 0 30 2 1 0 1 34 0 0 142 13 1 0 2 158Hourly Total 1 1 133 22 1 1 3 162 0 0 518 54 3 1 18 5941600 - 1615 0 0 33 5 0 1 0 39 0 0 122 11 0 0 3 1361615 - 1630 0 0 29 6 0 1 1 37 0 1 112 14 0 0 3 1301630 - 1645 0 1 29 8 0 1 1 40 2 1 116 10 0 0 1 1301645 - 1700 3 1 37 3 0 0 2 46 0 0 120 13 1 0 4 138Hourly Total 3 2 128 22 0 3 4 162 2 2 470 48 1 0 11 5341700 - 1715 1 1 51 6 0 0 0 59 1 1 118 7 0 0 3 1301715 - 1730 0 0 38 5 0 1 0 44 0 0 133 9 1 0 2 1451730 - 1745 0 0 41 4 0 0 0 45 0 0 131 29 1 0 1 1621745 - 1800 0 0 51 1 0 0 0 52 0 0 123 10 1 0 3 137Hourly Total 1 1 181 16 0 1 0 200 1 1 505 55 3 0 9 5741800 - 1815 0 0 47 3 0 1 1 52 0 0 118 10 0 0 2 1301815 - 1830 0 0 48 1 0 0 0 49 0 0 125 7 1 0 1 134Hourly Total 0 0 95 4 0 1 1 101 0 0 243 17 1 0 3 264
TOTAL 5 4 537 64 1 6 8 625 3 3 1736 174 8 1 41 1966
Left to Greenacre Street Ahead to A671 Whalley Road (North)
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (4) A671 Whalley Road / Greenacre Street
Approach: Greenacre Street
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01515 - 1530 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 01530 - 1545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01545 - 1600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Hourly Total 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 01600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01615 - 1630 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 11630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Hourly Total 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 11700 - 1715 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 11715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Hourly Total 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 11800 - 1815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01815 - 1830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2
Left to A671 Whalley Road (North) Right to A671 Whalley Road (South)
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (5) B6478 Moor Lane / A671 Queensway / A671 Whalley Road
Approach: B6478 Moor Lane
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 3 0 1 0 0 4 0 0 64 7 0 1 2 74 0 0 0 0 0 0 0 01515 - 1530 0 0 2 0 0 0 0 2 0 1 79 6 0 0 3 89 0 0 0 0 0 0 0 01530 - 1545 0 0 4 0 0 0 0 4 0 1 90 3 0 0 0 94 0 0 0 0 0 0 0 01545 - 1600 0 0 3 0 0 0 0 3 0 0 76 5 0 0 1 82 0 0 0 0 0 0 0 0
Hourly Total 0 0 12 0 1 0 0 13 0 2 309 21 0 1 6 339 0 0 0 0 0 0 0 01600 - 1615 0 0 1 0 0 0 0 1 0 2 91 8 2 0 6 109 0 0 0 0 0 0 0 01615 - 1630 0 0 3 0 0 0 0 3 0 0 69 12 0 0 1 82 0 0 0 0 0 0 0 01630 - 1645 0 0 2 0 0 0 0 2 0 0 77 6 0 0 3 86 0 0 1 0 0 0 0 11645 - 1700 0 0 0 0 0 0 0 0 0 1 96 6 1 1 3 108 0 0 1 0 0 0 0 1
Hourly Total 0 0 6 0 0 0 0 6 0 3 333 32 3 1 13 385 0 0 2 0 0 0 0 21700 - 1715 0 0 3 0 0 0 0 3 0 0 100 8 1 0 0 109 0 0 0 0 0 0 0 01715 - 1730 0 0 2 0 0 0 0 2 0 1 101 13 1 0 2 118 0 0 1 0 0 0 0 11730 - 1745 0 0 3 1 0 0 0 4 0 0 82 6 0 0 2 90 0 0 0 0 0 0 0 01745 - 1800 0 0 5 0 0 0 0 5 0 1 64 7 0 0 2 74 0 0 1 0 0 0 0 1
Hourly Total 0 0 13 1 0 0 0 14 0 2 347 34 2 0 6 391 0 0 2 0 0 0 0 21800 - 1815 0 0 2 1 0 0 0 3 0 1 72 9 0 0 3 85 0 0 0 0 0 0 0 01815 - 1830 0 0 5 0 0 0 0 5 0 0 81 5 0 0 1 87 0 0 0 0 0 0 0 0
Hourly Total 0 0 7 1 0 0 0 8 0 1 153 14 0 0 4 172 0 0 0 0 0 0 0 0
TOTAL 0 0 38 2 1 0 0 41 0 8 1142 101 5 2 29 1287 0 0 4 0 0 0 0 4
Left to A671 Queensway Ahead to A671 Whalley Road U-Turn
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (5) B6478 Moor Lane / A671 Queensway / A671 Whalley Road
Approach: A671 Queensway
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 1 97 9 3 1 1 112 0 0 36 2 0 0 0 381515 - 1530 2 1 81 11 1 2 2 100 0 0 28 2 0 0 0 301530 - 1545 1 0 131 12 1 2 1 148 0 0 22 0 0 0 0 221545 - 1600 0 0 128 17 0 0 1 146 0 0 28 1 0 0 0 29Hourly Total 3 2 437 49 5 5 5 506 0 0 114 5 0 0 0 1191600 - 1615 2 1 109 10 2 0 7 131 0 0 25 1 0 0 0 261615 - 1630 0 0 97 16 2 1 2 118 0 0 25 2 0 0 0 271630 - 1645 0 0 91 11 0 0 2 104 0 0 33 2 0 0 1 361645 - 1700 0 0 94 11 0 0 1 106 0 0 27 2 0 0 0 29Hourly Total 2 1 391 48 4 1 12 459 0 0 110 7 0 0 1 1181700 - 1715 1 1 125 11 1 0 0 139 0 0 29 1 0 0 0 301715 - 1730 0 1 86 8 1 0 0 96 0 0 23 1 0 0 0 241730 - 1745 1 1 109 7 0 0 1 119 0 0 23 3 0 0 0 261745 - 1800 1 0 91 6 0 0 0 98 0 0 32 1 0 0 0 33Hourly Total 3 3 411 32 2 0 1 452 0 0 107 6 0 0 0 1131800 - 1815 2 0 103 9 0 0 1 115 0 0 28 1 0 0 0 291815 - 1830 0 0 101 7 1 0 1 110 0 0 27 2 0 0 0 29Hourly Total 2 0 204 16 1 0 2 225 0 0 55 3 0 0 0 58
TOTAL 10 6 1443 145 12 6 20 1642 0 0 386 21 0 0 1 408
Left to A671 Whalley Road Right to B6478 Moor Lane
Clitheroe - Manual Traffic Survey, Friday 6th September 2013
Junction: (5) B6478 Moor Lane / A671 Queensway / A671 Whalley Road
Approach: A671 Whalley Road
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1500 - 1515 0 0 83 4 1 0 4 92 0 0 39 6 0 1 4 50 0 0 1 0 0 0 0 11515 - 1530 0 0 81 9 0 0 2 92 1 0 47 9 0 0 0 57 0 0 1 0 0 0 0 11530 - 1545 0 0 68 6 0 0 6 80 0 0 55 7 1 0 0 63 0 0 1 0 0 0 0 11545 - 1600 0 0 88 6 1 0 2 97 0 0 54 7 0 0 0 61 0 0 0 0 0 0 0 0
Hourly Total 0 0 320 25 2 0 14 361 1 0 195 29 1 1 4 231 0 0 3 0 0 0 0 31600 - 1615 0 0 80 6 0 0 2 88 0 0 41 5 0 0 1 47 0 0 1 0 0 0 0 11615 - 1630 0 1 74 8 0 0 2 85 0 0 38 6 0 0 1 45 0 0 0 0 0 0 0 01630 - 1645 0 0 84 7 0 0 0 91 2 1 32 3 0 0 1 39 0 0 0 0 0 0 0 01645 - 1700 0 0 84 11 0 0 4 99 0 0 36 2 1 0 0 39 0 0 0 0 0 0 0 0
Hourly Total 0 1 322 32 0 0 8 363 2 1 147 16 1 0 3 170 0 0 1 0 0 0 0 11700 - 1715 0 1 84 5 0 0 2 92 1 0 34 2 0 0 1 38 0 0 0 0 0 0 0 01715 - 1730 0 0 84 5 1 0 2 92 0 0 49 4 0 0 0 53 0 0 0 0 0 0 0 01730 - 1745 0 0 77 16 0 0 1 94 0 0 54 13 1 0 0 68 0 0 0 0 0 0 0 01745 - 1800 0 0 81 5 0 0 3 89 0 0 40 5 1 0 0 46 0 0 2 0 0 0 0 2
Hourly Total 0 1 326 31 1 0 8 367 1 0 177 24 2 0 1 205 0 0 2 0 0 0 0 21800 - 1815 0 0 82 4 0 0 1 87 0 0 36 6 0 0 1 43 0 0 0 0 0 0 0 01815 - 1830 0 0 83 3 0 0 1 87 0 0 42 4 1 0 0 47 0 0 0 0 0 0 0 0
Hourly Total 0 0 165 7 0 0 2 174 0 0 78 10 1 0 1 90 0 0 0 0 0 0 0 0
TOTAL 0 2 1133 95 3 0 32 1265 4 1 597 79 5 1 9 696 0 0 6 0 0 0 0 6
Ahead to B6478 Moor Lane Right to A671 Queensway U-Turn
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (1) A671 Whalley Road / Primrose Road
Approach: A671 Whalley Road (North)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 1 114 4 0 2 2 123 0 0 6 0 0 0 0 61015 - 1030 0 0 120 8 1 0 1 130 0 0 2 0 0 0 0 21030 - 1045 0 0 144 8 0 1 0 153 0 0 6 1 0 0 0 71045 - 1100 1 1 127 13 0 0 4 146 0 0 4 1 0 0 0 5Hourly Total 1 2 505 33 1 3 7 552 0 0 18 2 0 0 0 201100 - 1115 0 0 133 7 2 1 1 144 0 1 1 1 0 0 0 31115 - 1130 0 0 133 7 0 1 1 142 0 0 2 0 0 0 0 21130 - 1145 0 1 146 8 1 1 1 158 0 0 5 0 0 0 0 51145 - 1200 1 1 150 4 1 1 5 163 0 0 6 1 0 0 0 7Hourly Total 1 2 562 26 4 4 8 607 0 1 14 2 0 0 0 171200 - 1215 1 0 155 9 1 0 3 169 0 0 6 1 0 0 0 71215 - 1230 0 0 165 10 0 0 1 176 0 0 5 2 0 0 0 71230 - 1245 1 0 160 13 0 0 0 174 0 0 4 1 0 0 0 51245 - 1300 0 2 179 7 0 0 3 191 0 0 3 0 0 0 0 3Hourly Total 2 2 659 39 1 0 7 710 0 0 18 4 0 0 0 221300 - 1315 3 1 162 11 0 0 0 177 0 0 6 1 0 0 0 71315 - 1330 0 0 160 9 0 0 4 173 0 0 0 0 0 0 0 01330 - 1345 1 0 129 6 0 0 1 137 0 0 1 0 0 0 0 11345 - 1400 0 1 136 2 0 0 4 143 0 0 5 0 0 0 0 5Hourly Total 4 2 587 28 0 0 9 630 0 0 12 1 0 0 0 131400 - 1415 0 0 149 7 1 1 2 160 0 0 4 0 0 0 0 41415 - 1430 1 2 146 6 0 0 1 156 0 0 3 0 0 0 0 31430 - 1445 1 0 156 8 0 0 0 165 0 0 4 0 0 0 0 41445 - 1500 1 0 140 4 0 0 3 148 0 0 2 0 0 0 0 2Hourly Total 3 2 591 25 1 1 6 629 0 0 13 0 0 0 0 13
TOTAL 11 10 2904 151 7 8 37 3128 0 1 75 9 0 0 0 85
Ahead to A671 Whalley Road (South) Right to Primrose Road
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (1) A671 Whalley Road / Primrose Road
Approach: A671 Whalley Road (South)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 9 2 0 0 0 11 0 0 141 8 0 1 2 1521015 - 1030 0 0 4 1 0 0 0 5 1 0 181 5 1 0 1 1891030 - 1045 0 0 3 0 0 0 0 3 0 1 137 8 0 0 2 1481045 - 1100 0 0 6 2 0 0 0 8 2 1 137 10 1 1 2 154Hourly Total 0 0 22 5 0 0 0 27 3 2 596 31 2 2 7 6431100 - 1115 0 0 7 0 0 0 0 7 1 0 157 8 1 2 4 1731115 - 1130 0 0 3 0 0 0 0 3 1 1 159 10 0 0 2 1731130 - 1145 0 0 13 2 0 0 0 15 0 2 174 14 0 0 4 1941145 - 1200 0 0 9 0 0 0 0 9 1 2 196 14 0 0 2 215Hourly Total 0 0 32 2 0 0 0 34 3 5 686 46 1 2 12 7551200 - 1215 0 0 7 0 0 0 0 7 0 0 175 10 1 1 2 1891215 - 1230 0 0 13 0 0 0 0 13 0 1 191 7 0 1 1 2011230 - 1245 0 0 3 0 0 0 0 3 1 1 151 8 0 0 2 1631245 - 1300 0 0 12 0 0 0 0 12 0 0 156 7 0 0 0 163Hourly Total 0 0 35 0 0 0 0 35 1 2 673 32 1 2 5 7161300 - 1315 0 0 5 0 0 0 0 5 0 1 211 12 1 0 4 2291315 - 1330 0 0 8 0 0 0 0 8 0 0 184 11 1 0 0 1961330 - 1345 0 0 5 0 0 0 0 5 0 2 188 8 0 0 4 2021345 - 1400 0 0 7 0 0 0 0 7 0 0 159 11 1 0 2 173Hourly Total 0 0 25 0 0 0 0 25 0 3 742 42 3 0 10 8001400 - 1415 0 0 9 1 0 0 0 10 0 4 188 11 0 0 3 2061415 - 1430 0 0 11 0 0 0 0 11 0 0 192 7 0 0 1 2001430 - 1445 0 0 5 0 0 0 0 5 1 1 170 6 0 0 2 1801445 - 1500 0 0 3 0 0 0 0 3 1 0 167 12 1 0 4 185Hourly Total 0 0 28 1 0 0 0 29 2 5 717 36 1 0 10 771
TOTAL 0 0 142 8 0 0 0 150 9 17 3414 187 8 6 44 3685
Left to Primrose Road Ahead to A671 Whalley Road (North)
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (1) A671 Whalley Road / Primrose Road
Approach: Primrose Road
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 12 1 0 0 0 13 0 0 15 2 0 0 0 171015 - 1030 0 0 4 2 0 0 0 6 0 0 11 1 1 0 0 131030 - 1045 0 0 5 1 0 0 0 6 0 0 10 1 0 0 0 111045 - 1100 0 1 1 0 0 0 0 2 0 0 19 1 0 0 0 20Hourly Total 0 1 22 4 0 0 0 27 0 0 55 5 1 0 0 611100 - 1115 0 0 9 2 0 0 0 11 0 0 19 2 0 0 0 211115 - 1130 0 0 1 0 0 0 0 1 0 0 16 3 0 0 0 191130 - 1145 0 0 9 1 0 0 0 10 0 0 15 0 0 0 0 151145 - 1200 0 1 13 1 0 0 0 15 0 0 30 3 0 0 0 33Hourly Total 0 1 32 4 0 0 0 37 0 0 80 8 0 0 0 881200 - 1215 0 1 10 2 0 0 0 13 0 0 17 2 0 0 0 191215 - 1230 0 0 5 0 0 0 0 5 0 0 13 1 0 0 0 141230 - 1245 0 0 8 0 0 0 0 8 0 0 16 0 1 0 0 171245 - 1300 0 1 10 1 0 0 0 12 0 0 13 2 0 0 0 15Hourly Total 0 2 33 3 0 0 0 38 0 0 59 5 1 0 0 651300 - 1315 0 0 6 1 0 0 0 7 0 0 14 4 0 0 0 181315 - 1330 0 0 8 0 0 0 0 8 0 0 12 0 0 0 0 121330 - 1345 0 0 3 0 0 0 0 3 0 0 18 3 0 0 0 211345 - 1400 0 0 8 0 0 0 0 8 1 0 12 1 0 0 0 14Hourly Total 0 0 25 1 0 0 0 26 1 0 56 8 0 0 0 651400 - 1415 0 0 7 1 0 0 0 8 0 0 15 1 0 0 0 161415 - 1430 0 0 4 0 0 0 0 4 0 0 9 1 0 0 0 101430 - 1445 0 0 2 0 0 0 0 2 0 0 15 1 0 0 0 161445 - 1500 0 0 11 0 0 0 0 11 0 0 10 1 0 0 0 11Hourly Total 0 0 24 1 0 0 0 25 0 0 49 4 0 0 0 53
TOTAL 0 4 136 13 0 0 0 153 1 0 299 30 2 0 0 332
Left to A671 Whalley Road (North) Right to A671 Whalley Road (South)
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (2) A671 Whalley Road / Littlemoor Road / Beverley Drive
Approach: A671 Whalley Road (North)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 2 0 0 0 0 2 0 1 113 4 0 2 2 122 0 0 0 0 0 0 0 01015 - 1030 0 0 2 0 0 0 0 2 0 0 116 8 0 0 1 125 0 0 0 0 0 0 0 01030 - 1045 0 0 0 0 0 0 0 0 0 0 138 9 0 1 0 148 0 0 0 0 0 0 0 01045 - 1100 0 0 1 0 0 0 0 1 1 1 119 13 0 0 4 138 0 0 0 0 0 0 0 0
Hourly Total 0 0 5 0 0 0 0 5 1 2 486 34 0 3 7 533 0 0 0 0 0 0 0 01100 - 1115 0 0 6 0 0 0 0 6 0 1 127 8 2 1 1 140 0 0 1 0 0 0 0 11115 - 1130 0 0 3 0 0 0 0 3 0 0 130 7 0 1 1 139 0 0 0 0 0 0 0 01130 - 1145 0 0 3 0 0 0 0 3 0 1 143 8 1 1 1 155 0 0 1 0 0 0 0 11145 - 1200 0 0 3 0 0 0 0 3 1 1 148 5 1 1 5 162 0 0 3 0 0 0 0 3
Hourly Total 0 0 15 0 0 0 0 15 1 3 548 28 4 4 8 596 0 0 5 0 0 0 0 51200 - 1215 0 0 2 1 0 0 0 3 1 0 156 9 1 0 3 170 0 0 2 0 0 0 0 21215 - 1230 0 0 4 0 0 0 0 4 0 0 162 11 0 0 1 174 0 0 2 0 0 0 0 21230 - 1245 0 0 2 0 0 0 0 2 1 0 154 14 0 0 0 169 1 0 1 0 0 0 0 21245 - 1300 0 0 5 1 0 0 0 6 0 2 173 7 0 0 3 185 0 0 1 0 0 0 0 1
Hourly Total 0 0 13 2 0 0 0 15 2 2 645 41 1 0 7 698 1 0 6 0 0 0 0 71300 - 1315 0 0 8 0 0 0 0 8 3 1 158 12 0 0 0 174 0 0 0 1 0 0 0 11315 - 1330 0 0 2 0 0 0 0 2 0 0 152 8 0 0 4 164 0 0 0 0 0 0 0 01330 - 1345 0 0 3 0 0 0 0 3 1 0 120 6 0 0 1 128 0 0 1 0 0 0 0 11345 - 1400 0 0 7 0 0 0 0 7 0 1 134 2 0 0 4 141 0 0 0 0 0 0 0 0
Hourly Total 0 0 20 0 0 0 0 20 4 2 564 28 0 0 9 607 0 0 1 1 0 0 0 21400 - 1415 0 0 3 0 0 0 0 3 0 0 145 7 1 1 2 156 0 0 0 0 0 0 0 01415 - 1430 0 0 6 0 0 0 0 6 1 2 141 6 0 0 1 151 0 0 2 0 0 0 0 21430 - 1445 0 0 0 0 0 0 0 0 1 0 151 8 0 0 0 160 0 1 1 0 0 0 0 21445 - 1500 0 0 3 0 0 0 0 3 1 0 138 3 0 0 3 145 0 0 1 0 0 0 0 1
Hourly Total 0 0 12 0 0 0 0 12 3 2 575 24 1 1 6 612 0 1 4 0 0 0 0 5
TOTAL 0 0 65 2 0 0 0 67 11 11 2818 155 6 8 37 3046 1 1 16 1 0 0 0 19
Left to Littlemoor Road Ahead to A671 Whalley Road (South) Right to Beverley Drive
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (2) A671 Whalley Road / Littlemoor Road / Beverley Drive
Approach: Littlemoor Road
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11015 - 1030 0 0 4 0 1 0 0 5 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11030 - 1045 0 0 10 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 21045 - 1100 0 0 11 1 0 0 0 12 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Hourly Total 0 0 31 1 1 0 0 33 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 61100 - 1115 0 0 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01115 - 1130 0 0 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 31130 - 1145 0 0 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11145 - 1200 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
Hourly Total 0 0 25 0 0 0 0 25 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 51200 - 1215 0 0 5 1 0 0 0 6 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 21215 - 1230 0 0 8 1 0 0 0 9 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 21230 - 1245 0 0 10 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 31245 - 1300 0 0 9 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
Hourly Total 0 0 32 2 0 0 0 34 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 81300 - 1315 0 0 10 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 21315 - 1330 0 0 8 1 0 0 0 9 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 31330 - 1345 0 0 9 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11345 - 1400 0 0 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 34 1 0 0 0 35 0 0 0 0 0 0 0 0 0 0 5 1 0 0 0 61400 - 1415 0 0 8 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11415 - 1430 0 0 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01430 - 1445 0 0 9 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01445 - 1500 0 0 4 1 0 0 0 5 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1
Hourly Total 0 0 28 1 0 0 0 29 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 2
TOTAL 0 0 150 5 1 0 0 156 0 0 0 0 0 0 0 0 1 0 25 1 0 0 0 27
Left to A671 Whalley Road (South) Ahead to Beverley Drive Right to A671 Whalley Road (North)
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (2) A671 Whalley Road / Littlemoor Road / Beverley Drive
Approach: A671 Whalley Road (South)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 1 0 0 0 0 1 0 0 146 8 0 1 2 157 0 0 6 1 0 0 0 71015 - 1030 0 0 0 0 0 0 0 0 1 0 181 7 1 0 1 191 0 0 4 0 0 0 0 41030 - 1045 0 0 0 0 0 0 0 0 0 1 137 7 0 0 2 147 0 0 5 2 0 0 0 71045 - 1100 0 0 0 0 0 0 0 0 2 2 136 9 1 1 2 153 0 0 2 1 0 0 0 3
Hourly Total 0 0 1 0 0 0 0 1 3 3 600 31 2 2 7 648 0 0 17 4 0 0 0 211100 - 1115 0 0 0 1 0 0 0 1 1 0 157 9 1 2 4 174 0 0 9 0 0 0 0 91115 - 1130 0 0 0 0 0 0 0 0 1 1 154 10 0 0 2 168 0 0 6 0 0 0 0 61130 - 1145 0 0 0 0 0 0 0 0 0 2 175 15 0 0 4 196 0 0 8 0 0 0 0 81145 - 1200 0 0 3 0 0 0 0 3 1 3 193 14 0 0 2 213 0 0 13 1 0 0 0 14
Hourly Total 0 0 3 1 0 0 0 4 3 6 679 48 1 2 12 751 0 0 36 1 0 0 0 371200 - 1215 0 0 1 0 0 0 0 1 0 1 178 10 1 1 2 193 0 0 6 2 0 0 0 81215 - 1230 0 0 0 0 0 0 0 0 0 1 188 7 0 1 1 198 0 0 8 0 0 0 0 81230 - 1245 0 0 2 0 0 0 0 2 1 1 149 8 0 0 2 161 0 0 8 0 0 0 0 81245 - 1300 0 0 0 0 0 0 0 0 0 1 153 8 0 0 0 162 0 0 13 0 0 0 0 13
Hourly Total 0 0 3 0 0 0 0 3 1 4 668 33 1 2 5 714 0 0 35 2 0 0 0 371300 - 1315 0 0 1 0 0 0 0 1 0 1 202 11 1 0 4 219 0 0 14 2 0 0 0 161315 - 1330 0 0 0 0 0 0 0 0 0 0 182 11 1 0 0 194 0 0 10 0 0 0 0 101330 - 1345 0 0 0 0 0 0 0 0 0 1 184 8 0 0 4 197 0 1 7 0 0 0 0 81345 - 1400 0 0 1 0 0 0 0 1 0 0 156 11 1 0 2 170 0 0 10 0 0 0 0 10
Hourly Total 0 0 2 0 0 0 0 2 0 2 724 41 3 0 10 780 0 1 41 2 0 0 0 441400 - 1415 0 1 0 0 0 0 0 1 0 3 182 12 0 0 3 200 0 0 13 0 0 0 0 131415 - 1430 0 0 2 0 0 0 0 2 0 0 180 6 0 0 1 187 0 0 14 1 0 0 0 151430 - 1445 0 0 1 0 0 0 0 1 1 1 163 6 0 0 2 173 0 0 8 0 0 0 0 81445 - 1500 0 0 0 0 0 0 0 0 1 0 171 12 1 0 4 189 0 0 7 0 0 0 0 7
Hourly Total 0 1 3 0 0 0 0 4 2 4 696 36 1 0 10 749 0 0 42 1 0 0 0 43
TOTAL 0 1 12 1 0 0 0 14 9 19 3367 189 8 6 44 3642 0 1 171 10 0 0 0 182
Left to Beverley Drive Ahead to A671 Whalley Road (North) Right to Littlemoor Road
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (2) A671 Whalley Road / Littlemoor Road / Beverley Drive
Approach: Beverley Drive
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11015 - 1030 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 21030 - 1045 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 21045 - 1100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
Hourly Total 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 61100 - 1115 0 0 2 1 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01115 - 1130 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01130 - 1145 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11145 - 1200 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Hourly Total 0 0 5 1 0 0 0 6 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 31200 - 1215 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01215 - 1230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01230 - 1245 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01245 - 1300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01300 - 1315 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01315 - 1330 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01330 - 1345 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11345 - 1400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11400 - 1415 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 01415 - 1430 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11430 - 1445 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01445 - 1500 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 1 4 0 0 0 0 5 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1
TOTAL 0 1 20 1 0 0 0 22 0 0 1 0 0 0 0 1 0 0 11 0 0 0 0 11
Left to A671 Whalley Road (North) Ahead to Littlemoor Road Right to A671 Whalley Road (South)
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (3) Woone Lane / Greenacre Street / Eshton Terrace
Approach: Woone Lane (North)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 3 0 0 3 1 0 0 0 41015 - 1030 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 0 1 1 0 0 0 21030 - 1045 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 5 0 0 0 0 51045 - 1100 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 1 0 4 1 0 0 0 6
Hourly Total 0 0 0 0 0 0 0 0 1 0 8 0 0 0 0 9 1 0 13 3 0 0 0 171100 - 1115 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 11115 - 1130 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 4 1 0 6 0 0 0 0 71130 - 1145 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 0 3 0 0 0 0 41145 - 1200 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 5 0 0 0 0 5
Hourly Total 0 0 0 0 0 0 0 0 2 0 4 1 0 0 0 7 2 0 15 0 0 0 0 171200 - 1215 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 0 2 1 0 0 0 31215 - 1230 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 1 0 0 0 11230 - 1245 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 1 0 0 0 0 11245 - 1300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3
Hourly Total 0 0 0 0 0 0 0 0 0 0 6 1 0 0 0 7 0 0 6 2 0 0 0 81300 - 1315 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 3 0 0 0 0 31315 - 1330 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 4 0 0 0 0 41330 - 1345 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 2 1 0 0 0 31345 - 1400 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 3 0 0 6 0 0 0 0 6
Hourly Total 0 0 0 0 0 0 0 0 1 0 6 1 0 0 0 8 0 0 15 1 0 0 0 161400 - 1415 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 0 2 0 0 0 0 21415 - 1430 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 3 0 0 3 0 0 0 0 31430 - 1445 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 0 6 0 0 0 0 61445 - 1500 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 3 0 0 7 0 0 0 0 7
Hourly Total 0 0 0 0 0 0 0 0 2 0 10 0 0 0 0 12 0 0 18 0 0 0 0 18
TOTAL 0 0 0 0 0 0 0 0 6 0 34 3 0 0 0 43 3 0 67 6 0 0 0 76
Left to Greenacre Street Ahead to Woone Lane (South) Right to Eshton Terrace
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (3) Woone Lane / Greenacre Street / Eshton Terrace
Approach: Greenacre Street
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 6 0 0 0 0 6 2 1 45 2 0 0 0 50 0 0 8 1 0 0 0 91015 - 1030 0 0 5 1 0 0 0 6 2 1 42 8 0 0 0 53 0 0 5 0 0 0 0 51030 - 1045 1 0 8 0 0 0 0 9 0 1 39 3 0 0 0 43 0 0 2 0 0 0 0 21045 - 1100 0 1 5 1 0 0 1 8 0 0 54 7 1 1 0 63 0 0 7 0 0 0 0 7
Hourly Total 1 1 24 2 0 0 1 29 4 3 180 20 1 1 0 209 0 0 22 1 0 0 0 231100 - 1115 1 0 11 2 0 0 0 14 0 0 56 5 1 1 1 64 1 0 8 1 0 0 0 101115 - 1130 0 0 8 1 0 0 0 9 0 1 73 2 0 0 0 76 0 0 5 0 0 0 0 51130 - 1145 0 1 7 0 0 0 0 8 0 1 55 5 0 0 0 61 0 0 3 0 0 0 0 31145 - 1200 0 0 4 4 0 0 1 9 0 0 68 7 0 0 0 75 0 0 6 0 0 0 0 6
Hourly Total 1 1 30 7 0 0 1 40 0 2 252 19 1 1 1 276 1 0 22 1 0 0 0 241200 - 1215 0 0 8 1 0 0 0 9 0 0 42 4 0 0 0 46 0 0 7 0 0 0 0 71215 - 1230 0 0 4 0 0 0 0 4 0 0 69 4 0 2 0 75 0 0 2 0 0 0 0 21230 - 1245 0 1 5 0 0 0 0 6 2 0 56 2 0 0 0 60 0 0 7 0 0 0 0 71245 - 1300 1 0 8 2 0 0 0 11 2 0 51 9 0 0 0 62 0 0 4 0 0 0 0 4
Hourly Total 1 1 25 3 0 0 0 30 4 0 218 19 0 2 0 243 0 0 20 0 0 0 0 201300 - 1315 0 0 10 0 0 0 0 10 1 0 83 8 0 0 0 92 0 0 0 0 0 0 0 01315 - 1330 0 0 10 1 1 0 0 12 1 0 67 7 0 0 0 75 0 0 4 0 0 0 0 41330 - 1345 0 0 11 0 0 0 0 11 0 0 67 3 0 0 0 70 0 0 10 0 0 0 0 101345 - 1400 0 0 4 0 0 0 1 5 0 0 54 5 0 0 0 59 0 0 1 0 0 0 0 1
Hourly Total 0 0 35 1 1 0 1 38 2 0 271 23 0 0 0 296 0 0 15 0 0 0 0 151400 - 1415 0 2 6 1 0 0 0 9 0 1 75 4 0 0 0 80 0 0 5 0 0 0 0 51415 - 1430 0 0 8 0 0 0 0 8 0 1 39 4 0 0 0 44 0 0 5 1 0 0 0 61430 - 1445 1 0 8 0 0 0 0 9 1 2 58 3 0 0 0 64 0 0 3 0 0 0 0 31445 - 1500 0 0 5 0 0 0 1 6 3 0 51 5 1 0 0 60 0 0 1 0 0 0 0 1
Hourly Total 1 2 27 1 0 0 1 32 4 4 223 16 1 0 0 248 0 0 14 1 0 0 0 15
TOTAL 4 5 141 14 1 0 4 169 14 9 1144 97 3 4 1 1272 1 0 93 3 0 0 0 97
Left to Woone Lane (South) Ahead to Eshton Terrace Right to Woone Lane (North)
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (3) Woone Lane / Greenacre Street / Eshton Terrace
Approach: Woone Lane (South)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 6 1 0 0 0 7 0 0 5 1 0 0 0 6 0 0 0 0 0 0 0 01015 - 1030 0 0 3 0 0 0 0 3 0 0 8 2 0 0 0 10 0 0 0 0 0 0 0 01030 - 1045 0 0 2 0 0 0 0 2 0 0 10 0 0 0 0 10 0 0 0 0 0 0 0 01045 - 1100 0 0 3 0 0 0 0 3 0 0 12 0 0 0 0 12 0 0 0 0 0 0 0 0
Hourly Total 0 0 14 1 0 0 0 15 0 0 35 3 0 0 0 38 0 0 0 0 0 0 0 01100 - 1115 0 0 4 0 0 0 0 4 0 0 7 0 0 0 0 7 0 0 0 0 0 0 0 01115 - 1130 0 0 6 0 0 0 0 6 0 0 7 0 0 0 0 7 0 0 0 0 0 0 0 01130 - 1145 0 0 4 0 0 0 0 4 0 0 6 2 0 0 0 8 0 0 0 0 0 0 0 01145 - 1200 0 0 7 1 0 0 0 8 0 0 9 0 0 0 0 9 0 0 0 0 0 0 0 0
Hourly Total 0 0 21 1 0 0 0 22 0 0 29 2 0 0 0 31 0 0 0 0 0 0 0 01200 - 1215 0 0 4 0 0 0 0 4 0 0 7 1 0 0 0 8 0 0 1 0 0 0 0 11215 - 1230 0 0 4 2 0 0 0 6 0 1 5 3 0 0 0 9 0 0 0 0 0 0 0 01230 - 1245 0 0 4 0 0 0 0 4 0 0 6 2 0 0 0 8 0 0 0 0 0 0 0 01245 - 1300 0 0 8 0 0 0 0 8 0 0 9 0 0 0 0 9 0 0 0 0 0 0 0 0
Hourly Total 0 0 20 2 0 0 0 22 0 1 27 6 0 0 0 34 0 0 1 0 0 0 0 11300 - 1315 0 0 3 0 0 0 0 3 0 0 9 1 0 0 0 10 0 0 0 0 0 0 0 01315 - 1330 0 0 2 0 0 0 0 2 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 01330 - 1345 0 0 1 1 0 0 0 2 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 01345 - 1400 0 0 6 0 0 0 0 6 0 0 5 0 0 0 0 5 0 0 0 0 0 0 0 0
Hourly Total 0 0 12 1 0 0 0 13 0 0 22 1 0 0 0 23 0 0 0 0 0 0 0 01400 - 1415 0 0 5 0 0 0 0 5 0 0 11 1 0 0 0 12 0 0 0 0 0 0 0 01415 - 1430 0 0 7 0 0 0 0 7 0 0 6 1 0 0 0 7 0 0 0 0 0 0 0 01430 - 1445 0 0 4 1 0 0 0 5 0 0 9 0 0 0 0 9 0 0 0 0 0 0 0 01445 - 1500 0 0 6 0 0 0 0 6 0 0 14 0 0 0 0 14 0 0 0 0 0 0 0 0
Hourly Total 0 0 22 1 0 0 0 23 0 0 40 2 0 0 0 42 0 0 0 0 0 0 0 0
TOTAL 0 0 89 6 0 0 0 95 0 1 153 14 0 0 0 168 0 0 1 0 0 0 0 1
Left to Eshton Terrace Ahead to Woone Lane (North) Right to Greenacre Street
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (3) Woone Lane / Greenacre Street / Eshton Terrace
Approach: Eshton Terrace
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 1 74 4 0 1 0 80 0 0 0 0 0 0 0 0 0 0 9 1 0 0 0 101015 - 1030 0 2 65 3 0 0 0 70 0 0 0 0 0 0 0 0 0 0 6 1 1 0 0 81030 - 1045 0 0 61 5 1 0 0 67 0 0 0 0 0 0 0 0 0 0 10 1 0 0 0 111045 - 1100 1 2 63 6 0 0 1 73 1 0 0 0 0 0 0 1 1 0 8 1 0 0 0 10
Hourly Total 1 5 263 18 1 1 1 290 1 0 0 0 0 0 0 1 1 0 33 4 1 0 0 391100 - 1115 1 0 72 4 0 0 0 77 0 0 0 0 0 0 0 0 0 0 11 2 0 0 0 131115 - 1130 3 0 68 10 0 0 0 81 1 0 0 0 0 0 0 1 0 0 12 1 0 0 0 131130 - 1145 0 1 70 5 1 1 1 79 0 0 0 0 0 0 0 0 0 0 15 1 0 0 0 161145 - 1200 0 2 87 5 0 1 1 96 0 0 0 0 0 0 0 0 0 1 25 0 0 0 0 26
Hourly Total 4 3 297 24 1 2 2 333 1 0 0 0 0 0 0 1 0 1 63 4 0 0 0 681200 - 1215 1 0 78 7 0 0 0 86 0 0 0 0 0 0 0 0 0 0 11 1 0 0 0 121215 - 1230 0 0 68 6 0 0 0 74 0 0 0 0 0 0 0 0 0 0 13 1 0 0 0 141230 - 1245 3 0 64 7 0 0 0 74 1 0 0 0 0 0 0 1 0 0 11 2 0 1 0 141245 - 1300 0 0 72 6 0 0 1 79 1 0 0 0 0 0 0 1 0 0 16 1 0 0 0 17
Hourly Total 4 0 282 26 0 0 1 313 2 0 0 0 0 0 0 2 0 0 51 5 0 1 0 571300 - 1315 0 1 57 8 0 0 0 66 0 0 0 0 0 0 0 0 0 0 15 1 0 0 0 161315 - 1330 3 0 81 2 0 0 0 86 0 0 0 0 0 0 0 0 0 0 14 1 0 0 0 151330 - 1345 0 0 65 5 0 0 0 70 0 0 0 0 0 0 0 0 0 0 8 1 0 0 0 91345 - 1400 0 1 51 4 0 0 1 57 0 0 0 0 0 0 0 0 0 0 13 0 0 0 0 13
Hourly Total 3 2 254 19 0 0 1 279 0 0 0 0 0 0 0 0 0 0 50 3 0 0 0 531400 - 1415 0 0 58 6 0 0 0 64 0 0 0 0 0 0 0 0 0 0 12 3 0 0 0 151415 - 1430 0 1 60 2 0 0 0 63 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 121430 - 1445 1 0 48 4 0 0 0 53 0 0 0 0 0 0 0 0 0 1 8 0 0 0 0 91445 - 1500 0 0 54 4 0 0 1 59 0 0 0 0 0 0 0 0 0 0 8 1 0 0 0 9
Hourly Total 1 1 220 16 0 0 1 239 0 0 0 0 0 0 0 0 0 1 40 4 0 0 0 45
TOTAL 13 11 1316 103 2 3 6 1454 4 0 0 0 0 0 0 4 1 2 237 20 1 1 0 262
Left to Woone Lane (North) Ahead to Greenacre Street Right to Woone Lane (South)
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (4) A671 Whalley Road / Greenacre Street
Approach: A671 Whalley Road (North)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 2 119 3 0 2 2 128 2 1 30 1 0 0 0 341015 - 1030 0 1 125 9 0 0 1 136 0 0 29 8 0 0 0 371030 - 1045 0 0 142 11 0 1 0 154 0 1 31 1 0 0 0 331045 - 1100 2 2 132 18 0 0 4 158 0 1 44 5 0 0 0 50Hourly Total 2 5 518 41 0 3 7 576 2 3 134 15 0 0 0 1541100 - 1115 0 1 137 7 2 1 1 149 1 0 50 5 0 0 1 571115 - 1130 0 0 144 7 0 1 1 153 0 1 54 2 0 0 0 571130 - 1145 3 1 157 7 2 1 1 172 1 2 42 3 0 0 0 481145 - 1200 0 2 160 13 0 1 5 181 0 0 52 6 0 0 0 58Hourly Total 3 4 598 34 4 4 8 655 2 3 198 16 0 0 1 2201200 - 1215 1 0 168 8 1 0 3 181 0 0 38 2 0 0 0 401215 - 1230 0 0 169 11 0 0 1 181 0 0 47 2 0 0 0 491230 - 1245 1 0 170 13 0 0 0 184 1 1 43 1 0 0 0 461245 - 1300 0 2 167 11 0 0 3 183 1 0 44 8 0 0 0 53Hourly Total 2 2 674 43 1 0 7 729 2 1 172 13 0 0 0 1881300 - 1315 3 2 165 17 0 0 1 188 1 0 38 5 0 0 0 441315 - 1330 1 1 161 7 1 0 3 174 1 0 35 4 0 0 0 401330 - 1345 0 0 134 5 0 0 1 140 0 0 43 1 0 0 0 441345 - 1400 0 1 135 2 0 0 4 142 0 0 34 3 0 0 0 37Hourly Total 4 4 595 31 1 0 9 644 2 0 150 13 0 0 0 1651400 - 1415 0 0 147 10 0 1 2 160 0 2 41 2 0 0 0 451415 - 1430 1 1 158 4 0 0 1 165 0 1 27 1 0 0 0 291430 - 1445 2 1 162 5 0 0 0 170 0 0 34 3 0 0 0 371445 - 1500 0 0 151 4 0 0 3 158 2 0 29 2 0 0 0 33Hourly Total 3 2 618 23 0 1 6 653 2 3 131 8 0 0 0 144
TOTAL 14 17 3003 172 6 8 37 3257 10 10 785 65 0 0 1 871
Ahead to A671 Whalley Road (South) Right to Greenacre Street
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (4) A671 Whalley Road / Greenacre Street
Approach: A671 Whalley Road (South)
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 1 0 26 0 0 0 0 27 1 2 127 5 0 1 2 1381015 - 1030 2 0 24 1 0 0 0 27 0 0 156 8 1 0 1 1661030 - 1045 1 0 23 2 0 0 0 26 0 1 116 8 0 0 2 1271045 - 1100 0 0 24 3 1 1 1 30 1 0 118 8 0 0 1 128Hourly Total 4 0 97 6 1 1 1 110 2 3 517 29 1 1 6 5591100 - 1115 0 0 21 3 1 1 0 26 1 2 143 7 0 1 4 1581115 - 1130 0 0 32 0 0 0 0 32 1 1 134 6 0 0 2 1441130 - 1145 0 1 19 2 0 0 0 22 0 1 165 13 0 0 3 1821145 - 1200 0 0 26 5 0 0 1 32 2 3 170 5 0 0 2 182Hourly Total 0 1 98 10 1 1 1 112 4 7 612 31 0 1 11 6661200 - 1215 0 0 16 2 0 1 0 19 0 1 167 11 1 0 2 1821215 - 1230 0 0 33 2 0 1 0 36 0 1 156 4 0 0 1 1621230 - 1245 0 0 20 1 0 0 0 21 0 0 124 10 0 0 2 1361245 - 1300 1 0 18 2 0 0 0 21 1 0 134 4 0 0 1 140Hourly Total 1 0 87 7 0 2 0 97 1 2 581 29 1 0 6 6201300 - 1315 0 0 52 6 0 0 0 58 0 1 154 11 1 0 4 1711315 - 1330 0 0 41 5 1 0 0 47 0 3 146 9 0 0 0 1581330 - 1345 0 0 43 2 0 0 1 46 0 1 150 2 0 0 4 1571345 - 1400 0 0 25 2 0 0 0 27 0 0 129 11 1 0 1 142Hourly Total 0 0 161 15 1 0 1 178 0 5 579 33 2 0 9 6281400 - 1415 0 1 43 3 0 0 0 47 0 2 145 7 0 0 2 1561415 - 1430 0 0 31 4 0 0 0 35 0 0 154 2 0 0 2 1581430 - 1445 0 2 34 0 0 0 0 36 1 0 136 4 0 0 2 1431445 - 1500 1 0 28 3 1 0 1 34 0 0 153 7 0 0 3 163Hourly Total 1 3 136 10 1 0 1 152 1 2 588 20 0 0 9 620
TOTAL 6 4 579 48 4 4 4 649 8 19 2877 142 4 2 41 3093
Left to Greenacre Street Ahead to A671 Whalley Road (North)
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (4) A671 Whalley Road / Greenacre Street
Approach: Greenacre Street
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01015 - 1030 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01030 - 1045 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01045 - 1100 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0Hourly Total 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 01100 - 1115 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01115 - 1130 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 01130 - 1145 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01145 - 1200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Hourly Total 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 01200 - 1215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01215 - 1230 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 11230 - 1245 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 11245 - 1300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Hourly Total 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 21300 - 1315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01315 - 1330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01330 - 1345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01345 - 1400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01400 - 1415 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 11415 - 1430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01430 - 1445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01445 - 1500 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1Hourly Total 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2
TOTAL 2 0 0 0 0 0 0 2 4 0 0 0 0 0 0 4
Left to A671 Whalley Road (North) Right to A671 Whalley Road (South)
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (5) B6478 Moor Lane / A671 Queensway / A671 Whalley Road
Approach: B6478 Moor Lane
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 2 0 0 0 0 2 0 2 74 3 0 1 2 82 0 0 1 0 0 0 0 11015 - 1030 0 0 1 0 0 0 0 1 0 1 79 3 0 0 1 84 0 0 0 0 0 0 0 01030 - 1045 0 0 0 1 1 0 0 2 0 1 77 1 0 0 0 79 0 0 0 0 0 0 0 01045 - 1100 0 0 1 0 0 0 0 1 1 3 74 7 0 0 4 89 0 0 1 0 0 0 0 1
Hourly Total 0 0 4 1 1 0 0 6 1 7 304 14 0 1 7 334 0 0 2 0 0 0 0 21100 - 1115 0 0 2 0 0 0 0 2 0 0 97 2 0 0 1 100 0 0 1 0 0 0 0 11115 - 1130 0 0 4 0 0 0 0 4 0 0 91 5 0 0 1 97 0 0 1 0 0 0 0 11130 - 1145 0 0 3 0 0 0 0 3 3 1 90 2 1 1 1 99 0 0 0 2 0 0 0 21145 - 1200 0 0 3 0 0 0 0 3 0 1 85 6 0 1 5 98 0 0 1 0 0 0 0 1
Hourly Total 0 0 12 0 0 0 0 12 3 2 363 15 1 2 8 394 0 0 3 2 0 0 0 51200 - 1215 0 0 2 0 0 0 0 2 1 0 110 3 1 0 2 117 0 0 0 0 0 0 0 01215 - 1230 0 0 2 0 0 0 0 2 0 0 90 5 0 0 1 96 0 0 0 0 0 0 0 01230 - 1245 0 0 5 0 0 0 0 5 0 0 102 9 0 0 0 111 0 0 0 0 0 0 0 01245 - 1300 0 0 4 0 0 0 0 4 0 1 83 6 0 0 3 93 0 0 1 0 0 0 0 1
Hourly Total 0 0 13 0 0 0 0 13 1 1 385 23 1 0 6 417 0 0 1 0 0 0 0 11300 - 1315 0 0 2 0 0 0 0 2 1 1 86 8 0 0 1 97 0 0 0 0 0 0 0 01315 - 1330 0 0 2 1 0 0 0 3 0 0 93 3 0 0 3 99 0 0 1 0 0 0 0 11330 - 1345 0 0 4 0 0 0 0 4 0 0 68 2 0 0 1 71 0 0 0 0 0 0 0 01345 - 1400 0 0 4 0 0 0 0 4 0 1 75 1 0 0 3 80 0 0 0 0 0 0 0 0
Hourly Total 0 0 12 1 0 0 0 13 1 2 322 14 0 0 8 347 0 0 1 0 0 0 0 11400 - 1415 0 0 3 1 0 0 0 4 0 1 70 4 0 0 2 77 0 0 1 0 0 0 0 11415 - 1430 0 0 5 0 0 0 0 5 0 2 89 3 0 0 1 95 0 0 0 0 0 0 0 01430 - 1445 0 0 7 0 0 0 0 7 0 1 81 5 0 0 0 87 0 0 0 0 0 0 0 01445 - 1500 0 0 3 0 0 0 0 3 2 0 74 2 0 0 3 81 0 0 1 1 0 0 0 2
Hourly Total 0 0 18 1 0 0 0 19 2 4 314 14 0 0 6 340 0 0 2 1 0 0 0 3
TOTAL 0 0 59 3 1 0 0 63 8 16 1688 80 2 3 35 1832 0 0 9 3 0 0 0 12
Left to A671 Queensway Ahead to A671 Whalley Road U-Turn
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (5) B6478 Moor Lane / A671 Queensway / A671 Whalley Road
Approach: A671 Queensway
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 2 1 75 1 0 1 0 80 0 0 23 2 0 0 0 251015 - 1030 0 0 75 14 0 0 0 89 0 0 18 0 0 0 0 181030 - 1045 0 0 96 11 0 1 0 108 0 0 25 2 0 0 0 271045 - 1100 1 0 101 16 0 0 0 118 0 0 20 2 1 0 0 23Hourly Total 3 1 347 42 0 2 0 395 0 0 86 6 1 0 0 931100 - 1115 1 1 86 10 2 1 1 102 0 0 36 0 1 0 0 371115 - 1130 0 1 106 4 0 1 0 112 0 0 25 0 0 0 0 251130 - 1145 1 2 108 8 1 0 0 120 0 0 39 1 0 0 0 401145 - 1200 0 1 125 13 0 0 0 139 0 0 34 1 0 0 0 35Hourly Total 2 5 425 35 3 2 1 473 0 0 134 2 1 0 0 1371200 - 1215 0 0 93 7 0 0 1 101 0 1 35 1 0 0 0 371215 - 1230 0 0 126 8 0 0 0 134 0 0 28 3 0 0 0 311230 - 1245 2 1 110 4 0 0 0 117 0 0 20 3 0 0 0 231245 - 1300 1 1 127 13 0 0 0 142 0 1 26 1 0 0 0 28Hourly Total 3 2 456 32 0 0 1 494 0 2 109 8 0 0 0 1191300 - 1315 3 1 116 14 0 0 0 134 0 0 27 0 0 0 0 271315 - 1330 2 1 102 8 1 0 0 114 0 0 22 1 0 0 0 231330 - 1345 0 0 109 4 0 0 0 113 0 0 29 2 0 0 0 311345 - 1400 0 0 94 4 0 0 1 99 1 0 34 1 0 0 0 36Hourly Total 5 2 421 30 1 0 1 460 1 0 112 4 0 0 0 1171400 - 1415 0 1 118 8 0 1 0 128 0 0 33 0 0 0 0 331415 - 1430 1 0 96 2 0 0 0 99 0 0 36 1 0 0 0 371430 - 1445 2 0 115 3 0 0 0 120 0 0 28 1 0 0 0 291445 - 1500 0 0 104 4 0 0 0 108 0 0 28 1 0 0 0 29Hourly Total 3 1 433 17 0 1 0 455 0 0 125 3 0 0 0 128
TOTAL 16 11 2082 156 4 5 3 2277 1 2 566 23 2 0 0 594
Left to A671 Whalley Road Right to B6478 Moor Lane
Clitheroe - Manual Traffic Survey, Saturday 7th September 2013
Junction: (5) B6478 Moor Lane / A671 Queensway / A671 Whalley Road
Approach: A671 Whalley Road
TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL1000 - 1015 0 0 93 3 0 0 2 98 1 2 34 2 0 1 0 40 0 0 0 0 0 0 0 01015 - 1030 0 0 102 4 1 0 1 108 0 0 54 4 0 0 0 58 0 0 0 0 0 0 0 01030 - 1045 0 1 82 1 0 0 2 86 0 0 34 7 0 0 0 41 0 0 0 0 0 0 0 01045 - 1100 0 0 85 6 0 0 1 92 2 0 32 2 0 0 0 36 0 0 1 0 0 0 0 1
Hourly Total 0 1 362 14 1 0 6 384 3 2 154 15 0 1 0 175 0 0 1 0 0 0 0 11100 - 1115 1 2 99 5 0 0 3 110 0 0 40 2 0 1 1 44 0 0 4 0 0 0 0 41115 - 1130 2 1 87 3 0 0 2 95 0 0 46 3 0 0 0 49 0 0 1 0 0 0 0 11130 - 1145 0 1 119 7 0 0 3 130 0 0 45 6 0 0 0 51 0 0 1 0 0 0 0 11145 - 1200 2 1 124 5 0 0 1 133 0 2 44 0 0 0 1 47 0 0 2 0 0 0 0 2
Hourly Total 5 5 429 20 0 0 9 468 0 2 175 11 0 1 2 191 0 0 8 0 0 0 0 81200 - 1215 0 0 119 5 1 0 2 127 0 1 45 6 0 0 0 52 0 0 3 0 0 0 0 31215 - 1230 0 0 99 2 0 0 1 102 0 1 57 2 0 0 0 60 0 0 0 0 0 0 0 01230 - 1245 0 0 83 5 0 0 2 90 0 0 40 4 0 0 0 44 0 0 1 1 0 0 0 21245 - 1300 1 0 88 2 0 0 1 92 0 0 45 2 0 0 0 47 0 0 1 0 0 0 0 1
Hourly Total 1 0 389 14 1 0 6 411 0 2 187 14 0 0 0 203 0 0 5 1 0 0 0 61300 - 1315 0 1 103 4 0 0 4 112 0 0 50 7 1 0 0 58 0 0 1 0 0 0 0 11315 - 1330 0 0 99 5 0 0 0 104 0 3 46 4 0 0 0 53 0 0 1 0 0 0 0 11330 - 1345 0 1 106 1 0 0 4 112 0 0 44 1 0 0 0 45 0 0 0 0 0 0 0 01345 - 1400 0 0 91 6 0 0 1 98 0 0 38 5 1 0 0 44 0 0 0 0 0 0 0 0
Hourly Total 0 2 399 16 0 0 9 426 0 3 178 17 2 0 0 200 0 0 2 0 0 0 0 21400 - 1415 0 2 103 3 0 0 2 110 0 0 42 4 0 0 0 46 0 0 0 0 0 0 0 01415 - 1430 0 0 99 2 0 0 2 103 0 0 55 0 0 0 0 55 0 0 0 0 0 0 0 01430 - 1445 1 0 95 2 0 0 2 100 0 0 41 2 0 0 0 43 0 0 0 0 0 0 0 01445 - 1500 0 0 110 5 0 0 3 118 0 0 41 2 0 0 0 43 0 0 2 0 0 0 0 2
Hourly Total 1 2 407 12 0 0 9 431 0 0 179 8 0 0 0 187 0 0 2 0 0 0 0 2
TOTAL 7 10 1986 76 2 0 39 2120 3 9 873 65 2 2 2 956 0 0 18 1 0 0 0 19
Ahead to B6478 Moor Lane Right to A671 Queensway U-Turn
APPENDIX I
TEMPRO GROWTH FACTORS
131 - Former Barkers Nuresey, Clitheroe
Transport Assessment
Appendix I - Growth Factors
TEMPRO GROWTH FACTORS - OPENING YEAR
Dataset Version: 62
Results Type: Trip ends by time period
Base Year: 2013
Future Year: 2019
Trip Purpose Group: All purposes
Time Period: Weekday PM peak period (1600 - 1859)
Trip End Type: Origin/ Destinations
Alternative Assumptions Applied: No
Level Area Local Growth Factor
Authority Clitheroe (30UL2) 1.0677
Dataset Version: 62
Results Type: Trip ends by time period
Base Year: 2013
Future Year: 2019
Trip Purpose Group: All purposes
Time Period: Saturday (all times of the day)
Trip End Type: Origin/ Destinations
Alternative Assumptions Applied: No
Level Area Local Growth Factor
Authority Clitheroe (30UL2) 1.0691
APPENDIX J
COMMITTED DEVELOPMENT SATURDAY TRIP GENERATION
CALCULATIONS
Residential Committed Developments - Calculation of Saturday Trip Generation
Arrivals Departures Two-Way Arrivals Departures Two-Way
3-2010-0719 1700 - 1800 0.437 0.226 0.663 CM-03-A-01 1100 - 1200 0.059 0.059 0.118
3-2010-0820 1700 - 1800 0.396 0.226 0.622 NR-03-A-01 1100 - 1200 0.039 0.186 0.225
3-2012-0630 1700 - 1800 0.422 0.253 0.675 Combined 1100 - 1200 0.042 0.168 0.21
3-2012-0637 1700 - 1800 0.392 0.233 0.625
3-2012-0913 1700 - 1800 0.363 0.261 0.624 10% 66% 32%
3-2012-0942 1700 - 1800 0.417 0.214 0.631
3-2013-0137 1700 - 1800 0.453 0.36 0.813
Average 1700 - 1800 0.411 0.253 0.665
Trip Rate
% Difference between PM &
Saturday Peak
Trip RateApplication
Reference
PM Peak
Hour
Site
Reference
Saturday Peak
Hour