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Site At Kilnmead Car Park, Crawley
Project Number:
Document Reference: WIE13325-314 R 1-2-1 TS \\s-ld\WTDL\Projects\13000 jobs\13325 Crawley_2012\314 Kilnmead Surveys\6_Design\Transport\Transport Statement\WIE13325
314 R 1-2-1 TS.docx
K. Parking Stress Survey Results
Advanced Transport Research Job Number & Name:
Crawley Client:
Parking Demand Date:
Street
Tota
l Len
gth
of
Avail
able
Kerb
Space
Len
gth
of
Ju
ncti
on
s
Len
gth
of
Bu
s
sto
ps/oth
er
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces f
or
Resid
ential Perm
it
and S
ingle
Yellow
Lin
e
Cars
Park
ed in S
ingle
Yellow
, D
ouble
Yellow
and R
esid
ential
Perm
it a
reas
Stress
Kilnmead 829 70 30 245 49 21 43% 76 15 0 0% 408 81 0 0% 321 64 21 33%
Applefield 270 5 0 105 21 7 33% 145 12 0 0% 15 3 0 0% 250 33 7 21%
Car Park 276 5 0 160 3 2% 271 54 0 0% 0 0 0 0%
Kilnmead Close 150 5 5 70 14 11 79% 70 14 1 7% 70 14 12 86%
Exchange Road 121 10 0 111 22 0 0% 0 0 0 0%
Cross Path 47 5 2 20 4 4 100% 5 1 3 300% 15 3 1 33% 25 5 8 160%
na na na 160 3 2% 88 43 49% 28 3 11% 177 2 1% 116 48 41%
Street
Tota
l Len
gth
of
Avail
able
Kerb
Space
Len
gth
of
Ju
ncti
on
s
Len
gth
of
Bu
s
sto
ps/oth
er
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces f
or
Resid
ential Perm
it a
nd
Sin
gle
Yellow
Lin
e
Cars
Park
ed in S
ingle
Yellow
, D
ouble
Yellow
and R
esid
ential Perm
it
are
as
Stress
Kilnmead 829 70 30 245 49 22 45% 76 15 0 0% 408 81 0 0% 321 64 22 34%
Applefield 270 5 0 105 21 7 33% 145 12 0 0% 15 3 0 0% 250 33 7 21%
Car Park 276 5 0 160 3 2% 271 54 0 0% 0 0 0 0%
Kilnmead Close 150 5 5 70 14 11 79% 70 14 1 7% 70 14 12 86%
Exchange Road 121 10 0 111 22 0 0% 0 0 0 0%
Cross Path 47 5 2 20 4 3 75% 5 1 3 300% 15 3 0 0% 25 5 6 120%
na na na 160 3 2% 88 43 49% 28 3 11% 177 1 1% 116 47 41%
Street
Tota
l Len
gth
of
Avail
able
Kerb
Space
Len
gth
of
Ju
ncti
on
s
Len
gth
of
Bu
s
sto
ps/oth
er
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
StressCalc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces f
or
Resid
ential Perm
it a
nd
Sin
gle
Yellow
Lin
e
Cars
Park
ed in S
ingle
Yellow
, D
ouble
Yellow
and R
esid
ential Perm
it
are
as
Stress
Kilnmead 829 70 30 245 49 15 31% 76 15 0 0% 408 81 0 0% 321 64 15 23%
Applefield 270 5 0 105 21 6 29% 145 12 0 0% 15 3 0 0% 250 33 6 18%
Car Park 276 5 0 160 59 37% 271 54 0 0% 0 0 0 0%
Kilnmead Close 150 5 5 70 14 4 29% 70 14 0 0% 70 14 4 29%
Exchange Road 121 10 0 111 22 0 0% 0 0 0 0%
Cross Path 47 5 2 20 4 4 100% 5 1 0 0% 15 3 0 0% 25 5 4 80%
na na na 160 59 37% 88 29 33% 28 0 0% 177 0 0% 116 29 25%
Street
Tota
l Len
gth
of
Avail
able
Kerb
Space
Len
gth
of
Ju
ncti
on
s
Len
gth
of
Bu
s
sto
ps/oth
er
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces f
or
Resid
ential Perm
it a
nd
Sin
gle
Yellow
Lin
e
Cars
Park
ed in S
ingle
Yellow
, D
ouble
Yellow
and R
esid
ential Perm
it
are
as
Stress
Kilnmead 829 70 30 245 49 19 39% 76 15 0 0% 408 81 0 0% 321 64 19 30%
Applefield 270 5 0 105 21 6 29% 145 12 0 0% 15 3 0 0% 250 33 6 18%
Car Park 276 5 0 160 7 4% 271 54 0 0% 0 0 0 0%
Kilnmead Close 150 5 5 70 14 9 64% 70 14 0 0% 70 14 9 64%
Exchange Road 121 10 0 111 22 0 0% 0 0 0 0%
Cross Path 47 5 2 20 4 4 100% 5 1 3 300% 15 3 0 0% 25 5 7 140%
na na na 160 7 4% 88 38 43% 28 3 11% 177 0 0% 116 41 35%
Street
Tota
l Len
gth
of
Avail
able
Kerb
Space
Len
gth
of
Ju
ncti
on
s
Len
gth
of
Bu
s
sto
ps/oth
er
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces f
or
Resid
ential Perm
it
and S
ingle
Yellow
Lin
e
Cars
Park
ed in S
ingle
Yellow
, D
ouble
Yellow
and R
esid
ential
Perm
it a
reas
Stress
Kilnmead 829 70 30 245 49 20 41% 76 15 0 0% 408 81 0 0% 321 64 20 31%
Applefield 270 5 0 105 21 7 33% 145 12 0 0% 15 3 0 0% 250 33 7 21%
Car Park 276 5 0 160 2 1% 271 54 0 0% 0 0 0 0%
Kilnmead Close 150 5 5 70 14 8 57% 70 14 1 7% 70 14 9 64%
Exchange Road 121 10 0 111 22 0 0% 0 0 0 0%
Cross Path 47 5 2 20 4 4 100% 5 1 2 200% 15 3 0 0% 25 5 6 120%
na na na 160 2 1% 88 39 44% 28 2 7% 177 1 1% 116 42 36%
Street
Tota
l Len
gth
of
Avail
able
Kerb
Space
Len
gth
of
Ju
ncti
on
s
Len
gth
of
Bu
s
sto
ps/oth
er
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces f
or
Resid
ential Perm
it a
nd
Sin
gle
Yellow
Lin
e
Cars
Park
ed in S
ingle
Yellow
, D
ouble
Yellow
and R
esid
ential Perm
it
are
as
Stress
Kilnmead 829 70 30 245 49 16 33% 76 15 0 0% 408 81 0 0% 321 64 16 25%
Applefield 270 5 0 105 21 7 33% 145 12 0 0% 15 3 0 0% 250 33 7 21%
Car Park 276 5 0 160 4 3% 271 54 0 0% 0 0 0 0%
Kilnmead Close 150 5 5 70 14 9 64% 70 14 1 7% 70 14 10 71%
Exchange Road 121 10 0 111 22 0 0% 0 0 0 0%
Cross Path 47 5 2 20 4 4 100% 5 1 1 100% 15 3 0 0% 25 5 5 100%
na na na 160 4 3% 88 36 41% 28 1 4% 177 1 1% 116 38 33%
Street
Tota
l Len
gth
of
Avail
able
Kerb
Space
Len
gth
of
Ju
ncti
on
s
Len
gth
of
Bu
s
sto
ps/oth
er
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces f
or
Resid
ential Perm
it
and S
ingle
Yellow
Lin
e
Cars
Park
ed in S
ingle
Yellow
, D
ouble
Yellow
and R
esid
ential
Perm
it a
reas
Stress
Kilnmead 829 70 30 245 49 12 24% 76 15 0 0% 408 81 0 0% 321 64 12 19%
Applefield 270 5 0 105 21 7 33% 145 12 0 0% 15 3 0 0% 250 33 7 21%
Car Park 276 5 0 160 58 36% 0 0 0 0%
Kilnmead Close 150 5 5 70 14 6 43% 70 14 0 0% 70 14 6 43%
Exchange Road 121 10 0 111 22 0 0% 0 0 0 0%
Cross Path 47 5 2 20 4 3 75% 5 1 2 200% 15 3 0 0% 25 5 5 100%
na na na 160 58 36% 88 28 32% 28 2 7% 123 0 0% 116 30 26%
Street
Tota
l Len
gth
of
Avail
able
Kerb
Space
Len
gth
of
Ju
ncti
on
s
Len
gth
of
Bu
s
sto
ps/oth
er
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces
Cars
Park
ed
Stress
Length
(m
)
Calc
ula
ted S
paces f
or
Resid
ential Perm
it a
nd
Sin
gle
Yellow
Lin
e
Cars
Park
ed in S
ingle
Yellow
, D
ouble
Yellow
and R
esid
ential Perm
it
are
as
Stress
Kilnmead 829 70 30 245 49 18 37% 76 15 0 0% 408 81 0 0% 321 64 18 28%
Applefield 270 5 0 105 21 8 38% 145 12 0 0% 15 3 0 0% 250 33 8 24%
Car Park 276 5 0 160 6 4% 0 0 0 0%
Kilnmead Close 150 5 5 70 14 10 71% 70 14 1 7% 70 14 11 79%
Exchange Road 121 10 0 111 22 0 0% 0 0 0 0%
Cross Path 47 5 2 20 4 4 100% 5 1 2 200% 15 3 0 0% 25 5 6 120%
na na na 160 6 4% 88 40 45% 28 2 7% 123 1 1% 116 43 37%
Resident Permit Bay
0030 T
uesday 1
4th
Febru
ary
2017
13379 Crawley
Waterman
Tuesday 14th & Wednesday 15th
February 2017
Unrestricted Kerb Space Single Yellow Line Double Yellow Line
1800 W
ednesday 1
5th
Febru
ary
2017
Total per Beat by restriction
Car Park
Total per Beat by restriction0700 W
ednesday 1
5th
Febru
ary
2017
Total per Beat by restriction
Unrestricted Kerb Space Double Yellow Line
1330 W
ednesday 1
5th
Febru
ary
2017
Total per Beat by restriction
Unrestricted Kerb Space Resident Permit Bay Single Yellow Line Double Yellow LineCar Park
Resident Permit BayCar Park
Single Yellow Line Double Yellow Line
0030 W
ednesday 1
5th
Febru
ary
2017
Total per Beat by restriction
Unrestricted Kerb Space Resident Permit Bay Single Yellow Line
Single Yellow Line
Double Yellow LineCar Park
1800 T
uesday 1
4th
Febru
ary
2017
Total per Beat by restriction
Unrestricted Kerb Space Resident Permit BayCar Park
1330 T
uesday 1
4th
Febru
ary
2017
Total per Beat by restriction
Unrestricted Kerb Space Resident Permit Bay Single Yellow Line Double Yellow LineCar Park
Total per Beat by restriction
Unrestricted Kerb Space Resident Permit BayCar Park Single Yellow Line Double Yellow Line
Unrestricted Kerb Space Resident Permit Bay Single Yellow Line Double Yellow LineCar Park
0700 T
uesday 1
4th
Febru
ary
2017
Residential Permit plus Single
Yellow Line
Residential Permit plus Single
Yellow Line
Residential Permit plus Single
Yellow Line
Residential Permit plus Single
Yellow Line
Residential Permit plus Single
Yellow Line
Residential Permit plus Single
Yellow Line
Residential Permit plus Single
Yellow Line
Residential Permit plus Single
Yellow Line
13379 Crawley Parking Demand Tue 14th & Wed 15th Feb 2017_WIE\Parking Demand
37
Site At Kilnmead Car Park, Crawley
Project Number:
Document Reference: WIE13325-314 R 1-2-1 TS \\s-ld\WTDL\Projects\13000 jobs\13325 Crawley_2012\314 Kilnmead Surveys\6_Design\Transport\Transport Statement\WIE13325
314 R 1-2-1 TS.docx
L. Parking Demand Calculation using West Sussex County Council
Methodology
Ward 1
District
Ward 2
District
Ward 3 Postcode Ward
District
Ward Tempro
Factor 2009-2026
District Tempro
Factor 2009-2026
Report Summary Table
per unit Total per unit Total
A HousesCouncil/Housing Association (not including shared
ownership)5 2 0 0 1 2 0 0 2
396 2973
B HousesCouncil/Housing Association (not including shared
ownership)4 3 0 0 1 2 0 0 2
190 1043
C FlatsCouncil/Housing Association (not including shared
ownership)2 13 0 0 1 8 0 0 8
126 470
D FlatsCouncil/Housing Association (not including shared
ownership)3 19 0 0 1 16 0 0 16 391 1734
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
37 0 27.73 0.00 28
West Green
Crawley Ward Finder
WEST SUSSEX COUNTY COUNCIL CAR OWNERSHIP PARKING DEMAND TOOL
This parking demand tool has been compiled by West Sussex County Council. If you have queries relating to the information provided or require
additional information please contact [email protected].
Please input the ward name for your development location below by double clicking in the box or click box and use the drop down menu to the right of
the box. The spreadsheet will automatically show the District and Ward of this location. If the ward is not known please input postcode into the Ward
Finder. The tool will allow input up to 3 wards in the boxes below. Please refer to notes for more details.
Crawley
Northgate
Ward data used can be checked by the user by referring to the District-Ward Data Tables. The Ward Data
Tables highlight if the Census data does not include data for certain dwelling sizes. In such cases car
ownership values have been obtained using the nearest sized dwelling with same tenure and ward. For
example, if no data is available for a private house with 1 room then data for a private house with 2 rooms
has been used. The Car Ownership Data is highlighted in purple where such an approach has been used.
Where Census data contains small samples for certain sized dwellings this is highlighted in red if <20, and
green if <50 in the Total Demand column. In such cases, other wards should be selected to achieve a higher
sample size.
Note:
No special provision need be made for visitors where at least half of the total parking provision associated
with a development is unallocated. In other circumstances, it may be appropriate to allow for additional
demand for visitor parking of up to 0.2 spaces per dwelling.
In areas of parking constraint, levels of provision below predicted demand may be applicable.
The tool is expressed as number of Rooms (Per Unit). If data is not available in this format and number of
Bedrooms is used this will need to be converted. A general guide for conversion is as follows but may differ in
some cases.
Garages will count as 1 space when allocating spaces.
Allocated No.
Unallocated for
Residents
Total
Ref.
PARKING DEMANDUnallocated for
Visitors Total
Demand
DEVELOPMENT MIX
Northgate Ward
1.057440
Crawley
Three Bridges
1.057440
Spaces (Per
Unit)Unit Type Unit Tenure
Habitable
Rooms (Per
Unit)
No. of
Units
(Total)
ALLOCATED
PARKING
rh108bq
Houses 1-bed = 2 Rooms 2-bed = 3 or 4 Rooms 3-bed = 5 or 6 Rooms 4-bed = 6+ Rooms
Houses 1 bed = 3 rooms 2 bed = 4 rooms 3 bed = 5 rooms4 bed = 6 rooms 5 bed = 7 rooms
Flats Studio = 1 room 1 bed = 2 rooms 2 bed = 3 rooms 3 bed = 4 rooms4 bed = 5 rooms
38
Site At Kilnmead Car Park, Crawley
Project Number:
Document Reference: WIE13325-314 R 1-2-1 TS \\s-ld\WTDL\Projects\13000 jobs\13325 Crawley_2012\314 Kilnmead Surveys\6_Design\Transport\Transport Statement\WIE13325
314 R 1-2-1 TS.docx
M. Proposed Access Layout
PROPOSED SITE ACCESS
JW BE MAY 171:100@A1
0107A01
P122 - Proposed Site Plan - Option C_archived_m, X-PEDESTRIAN REFUGE ISLAND
13325-314-0107 P
ED
ES
TR
IA
N C
RO
SS
IN
G.dw
g
\\s-ld\W
TD
L\P
rojects\13000 jobs\13325 C
raw
ley_2012\314 K
ilnm
ead S
urveys\7_C
AD
\D
raw
ings\
Project No Revision
Drawing Status
Drawing No
reproduced, retained or disclosed to any unauthorised person,
and the drawing is issued on the condition that it is not copied
This drawing is the property of Waterman Infrastructure & Environment Limited,
This drawing should not be scaled.
the Engineer prior to work being put in hand.
Any discrepancies should be referred to
either wholly or in part without the consent in writing of
Waterman Infrastructure & Environment Limited
t 020 7928 7888 f 020 7902 0992
Pickfords Wharf Clink Street
London SE1 9DG
Dimensions to be verified on site.
GENERAL NOTES
[email protected] www.watermangroup.com
Dippen Hall, Blindley Heath, Lingfield, Surrey, RH7 6JX
t 01342 893800 f 01342 894212
Crawley Borough Council
Town Hall, The Boulevard,
Tel: 01293 438000
Crawley, West Sussex, RH10 1UZ
Fax: 01293 438603
PARTNERSHIP SERVICES
aterman
DesignedScale
work to figured dimensions only
DateCheckedDrawn
KILNMEAD
FOR INFORMATION
13325-314
39
Site At Kilnmead Car Park, Crawley
Project Number:
Document Reference: WIE13325-314 R 1-2-1 TS \\s-ld\WTDL\Projects\13000 jobs\13325 Crawley_2012\314 Kilnmead Surveys\6_Design\Transport\Transport Statement\WIE13325
314 R 1-2-1 TS.docx
N. Vehicle Swept Paths Drawings
1
0
.
9
m
3
2
.
3
m
1
0
.
6
m
7
m
7
.
8
m
2
7
.
8
m
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
14
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
4
4
m
4
m
10.75
1.665 4.3 1.35
Copy of Elite 6-6x2RS LWB CBC Refuse F1
Overall Length 10.750m
Overall Width 2.250m
Overall Body Height 3.751m
Min Body Ground Clearance 0.304m
Track Width 2.500m
Lock to lock time 4.00s
Wall to Wall Turning Radius 9.100m
10
1.3 6.2
FTA Design Rigid Vehicle (1983)
Overall Length 10.000m
Overall Width 2.500m
Overall Body Height 3.632m
Min Body Ground Clearance 0.427m
Track Width 2.500m
Lock to lock time 4.00s
Kerb to Kerb Turning Radius 12.000m
1
0
.
9
m
3
2
.
3
m
1
0
.
6
m
7
m
7
.
8
m
2
7
.
8
m
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
14
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
4
4
m
4
m
SWEPT PATH ANALYSIS
REFUSE VEHICLE &
10m RIGID TRUCK
JW BE MAY 171:250@A1
0105A01
P122 - Proposed Site Plan - Option C_archived_m, X-PEDESTRIAN REFUGE ISLAND
13325-314-0105 S
WE
PT
P
AT
HS
.dw
g
\\s-ld\W
TD
L\P
rojects\13000 jobs\13325 C
raw
ley_2012\314 K
ilnm
ead S
urveys\7_C
AD
\D
raw
ings\
Project No Revision
Drawing Status
Drawing No
reproduced, retained or disclosed to any unauthorised person,
and the drawing is issued on the condition that it is not copied
This drawing is the property of Waterman Infrastructure & Environment Limited,
This drawing should not be scaled.
the Engineer prior to work being put in hand.
Any discrepancies should be referred to
either wholly or in part without the consent in writing of
Waterman Infrastructure & Environment Limited
t 020 7928 7888 f 020 7902 0992
Pickfords Wharf Clink Street
London SE1 9DG
Dimensions to be verified on site.
GENERAL NOTES
[email protected] www.watermangroup.com
Dippen Hall, Blindley Heath, Lingfield, Surrey, RH7 6JX
t 01342 893800 f 01342 894212
Crawley Borough Council
Town Hall, The Boulevard,
Tel: 01293 438000
Crawley, West Sussex, RH10 1UZ
Fax: 01293 438603
PARTNERSHIP SERVICES
aterman
DesignedScale
work to figured dimensions only
DateCheckedDrawn
KILNMEAD
FOR INFORMATION
13325-314REFUSE VEHICLE 10m RIGID TRUCK
1
0
.
9
m
7
m
7
.
8
m
2
7
.
8
m
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
14
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
4
4
m
4
m
2
7
.
8
m
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
14
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
4
2
7
.
8
m
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
145
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
4
4.8
0.9 2.9
Standard Design Vehicle (SDV)
Overall Length 4.800m
Overall Width 2.000m
Overall Body Height 1.950m
Min Body Ground Clearance 0.100m
Track Width 2.000m
Lock to lock time 4.00s
Wall to Wall Turning Radius 6.000m
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
14
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
4
4
m
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
14
5
5
0
5
5
0
/8
0
0
/9
0
0
r
e
c
o
m
m
e
n
d
e
d
5
5
0
2
0
0
0
4
4
m
SWEPT PATH ANALYSIS
CAR
JW BE MAY 171:250@A1
0106A01
P122 - Proposed Site Plan - Option C_archived_m, X-PEDESTRIAN REFUGE ISLAND
13325-314-0106 S
WE
PT
P
AT
HS
.dw
g
\\s-ld\W
TD
L\P
rojects\13000 jobs\13325 C
raw
ley_2012\314 K
ilnm
ead S
urveys\7_C
AD
\D
raw
ings\
Project No Revision
Drawing Status
Drawing No
reproduced, retained or disclosed to any unauthorised person,
and the drawing is issued on the condition that it is not copied
This drawing is the property of Waterman Infrastructure & Environment Limited,
This drawing should not be scaled.
the Engineer prior to work being put in hand.
Any discrepancies should be referred to
either wholly or in part without the consent in writing of
Waterman Infrastructure & Environment Limited
t 020 7928 7888 f 020 7902 0992
Pickfords Wharf Clink Street
London SE1 9DG
Dimensions to be verified on site.
GENERAL NOTES
[email protected] www.watermangroup.com
Dippen Hall, Blindley Heath, Lingfield, Surrey, RH7 6JX
t 01342 893800 f 01342 894212
Crawley Borough Council
Town Hall, The Boulevard,
Tel: 01293 438000
Crawley, West Sussex, RH10 1UZ
Fax: 01293 438603
PARTNERSHIP SERVICES
aterman
DesignedScale
work to figured dimensions only
DateCheckedDrawn
KILNMEAD
FOR INFORMATION
13325-314
40
Site At Kilnmead Car Park, Crawley
Project Number:
Document Reference: WIE13325-314 R 1-2-1 TS \\s-ld\WTDL\Projects\13000 jobs\13325 Crawley_2012\314 Kilnmead Surveys\6_Design\Transport\Transport Statement\WIE13325
314 R 1-2-1 TS.docx
O. TRICS data
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 1
Waterman Boreham Regent House Brentwood Licence No: 701701
Calculation Reference: AUDIT-701701-161215-1224
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL
Category : L - MIXED AFFORD HOUS (FLATS AND HOUSES)
VEHICLES
Selected regions and areas:
02 SOUTH EAST
ES EAST SUSSEX 1 days
EX ESSEX 1 days
HC HAMPSHIRE 1 days
WG WOKINGHAM 1 days
06 WEST MIDLANDS
WM WEST MIDLANDS 2 days
07 YORKSHIRE & NORTH LINCOLNSHIRE
SY SOUTH YORKSHIRE 1 days
08 NORTH WEST
GM GREATER MANCHESTER 1 days
09 NORTH
TW TYNE & WEAR 1 days
11 SCOTLAND
EB CITY OF EDINBURGH 1 days
This section displays the number of survey days per TRICS® sub-region in the selected set
Filtering Stage 2 selection:
This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range
are included in the trip rate calculation.
Parameter: Number of dwellings
Actual Range: 18 to 312 (units: )
Range Selected by User: 18 to 920 (units: )
Public Transport Provision:
Selection by: Include all surveys
Date Range: 01/01/08 to 20/11/15
This data displays the range of survey dates selected. Only surveys that were conducted within this date range are
included in the trip rate calculation.
Selected survey days:
Tuesday 7 days
Thursday 1 days
Friday 1 days
Saturday 1 days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count 10 days
Directional ATC Count 0 days
This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding
up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are
undertaking using machines.
Selected Locations:
Edge of Town Centre 1
Suburban Area (PPS6 Out of Centre) 4
Edge of Town 3
Neighbourhood Centre (PPS6 Local Centre) 2
This data displays the number of surveys per main location category within the selected set. The main location categories
consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and
Not Known.
Selected Location Sub Categories:
Development Zone 1
Residential Zone 8
Village 1
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 2
Waterman Boreham Regent House Brentwood Licence No: 701701
This data displays the number of surveys per location sub-category within the selected set. The location sub-categories
consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out
of Town, High Street and No Sub Category.
Filtering Stage 3 selection:
Use Class:
C 3 10 days
This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005
has been used for this purpose, which can be found within the Library module of TRICS®.
Population within 1 mile:
5,001 to 10,000 1 days
10,001 to 15,000 1 days
15,001 to 20,000 2 days
25,001 to 50,000 6 days
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles:
75,001 to 100,000 1 days
100,001 to 125,000 1 days
250,001 to 500,000 7 days
500,001 or More 1 days
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles:
0.6 to 1.0 7 days
1.1 to 1.5 3 days
This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,
within a radius of 5-miles of selected survey sites.
Travel Plan:
Yes 2 days
No 8 days
This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place,
and the number of surveys that were undertaken at sites without Travel Plans.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 3
Waterman Boreham Regent House Brentwood Licence No: 701701
LIST OF SITES relevant to selection parameters
1 EB-03-L-01 MIXED HOUSING CITY OF EDINBURGH
EASTER ROAD
EDINBURGH
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 9 9
Survey date: SATURDAY 21/06/08 Survey Type: MANUAL
2 ES-03-L-01 HOUSES & FLATS EAST SUSSEX
HUGHENDEN ROAD
ORE VALLEY
HASTINGS
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 5 1
Survey date: TUESDAY 17/11/15 Survey Type: MANUAL
3 EX-03-L-01 HOUSES & FLATS ESSEX
GREENWICH WAY
WALTHAM ABBEY
Edge of Town
Development Zone
Total Number of dwellings: 3 1 2
Survey date: TUESDAY 15/07/08 Survey Type: MANUAL
4 GM-03-L-01 TERRACED AND FLATS GREATER MANCHESTER
CASTLE AVENUE
ROCHDALE
Edge of Town Centre
Residential Zone
Total Number of dwellings: 4 6
Survey date: TUESDAY 20/10/15 Survey Type: MANUAL
5 HC-03-L-02 HOUSES/FLATS HAMPSHIRE
HUNTS POND ROAD
TITCHFIELD
NEAR FAREHAM
Edge of Town
Residential Zone
Total Number of dwellings: 5 9
Survey date: TUESDAY 09/11/10 Survey Type: MANUAL
6 SY-03-L-01 HOUSES & FLATS SOUTH YORKSHIRE
DELVES CLOSE
SHEFFIELD
Edge of Town
Residential Zone
Total Number of dwellings: 2 1
Survey date: TUESDAY 18/12/12 Survey Type: MANUAL
7 TW-03-L-01 SEMI-DET/TERRACED/FLATS TYNE & WEAR
JOHNSON STREET
GATESHEAD
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 9
Survey date: THURSDAY 03/10/13 Survey Type: MANUAL
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 4
Waterman Boreham Regent House Brentwood Licence No: 701701
LIST OF SITES relevant to selection parameters (Cont.)
8 WG-03-L-01 HOUSES & FLATS WOKINGHAM
BASLOW ROAD
WINNERSH
WOKINGHAM
Neighbourhood Centre (PPS6 Local Centre)
Village
Total Number of dwellings: 4 4
Survey date: FRIDAY 20/11/15 Survey Type: MANUAL
9 WM-03-L-01 TERRACED/FLATS WEST MIDLANDS
KINGSBURY ROAD
ERDINGTON
BIRMINGHAM
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 2 9
Survey date: TUESDAY 25/11/08 Survey Type: MANUAL
10 WM-03-L-02 TERRACED HOUSES/FLATS WEST MIDLANDS
LUMLEY GROVE
CHELMSLEY WOOD
BIRMINGHAM
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Number of dwellings: 1 8
Survey date: TUESDAY 18/10/11 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a
unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week
and date of each survey, and whether the survey was a manual classified count or an ATC count.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 5
Waterman Boreham Regent House Brentwood Licence No: 701701
TRIP RATE for Land Use 03 - RESIDENTIAL/L - MIXED AFFORD HOUS (FLATS AND HOUSES)
VEHICLES
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
10 70 0.062 10 70 0.185 10 70 0.24707:00 - 08:00
10 70 0.087 10 70 0.218 10 70 0.30508:00 - 09:00
10 70 0.116 10 70 0.163 10 70 0.27909:00 - 10:00
10 70 0.123 10 70 0.139 10 70 0.26210:00 - 11:00
10 70 0.136 10 70 0.138 10 70 0.27411:00 - 12:00
10 70 0.152 10 70 0.123 10 70 0.27512:00 - 13:00
10 70 0.140 10 70 0.123 10 70 0.26313:00 - 14:00
10 70 0.146 10 70 0.181 10 70 0.32714:00 - 15:00
10 70 0.231 10 70 0.173 10 70 0.40415:00 - 16:00
10 70 0.254 10 70 0.175 10 70 0.42916:00 - 17:00
10 70 0.255 10 70 0.192 10 70 0.44717:00 - 18:00
10 70 0.294 10 70 0.166 10 70 0.46018:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates: 1.996 1.976 3.972
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just
above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus
departures). Within each of these main columns are three sub-columns. These display the number of survey days where
count data is included (per time period), the average value of the selected trip rate calculation parameter (per time
period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of
the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days
that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals
(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated
time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated
calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip
rates are then rounded to 3 decimal places.
Parameter summary
Trip rate parameter range selected: 18 - 312 (units: )
Survey date date range: 01/01/08 - 20/11/15
Number of weekdays (Monday-Friday): 9
Number of Saturdays: 1
Number of Sundays: 0
Surveys automatically removed from selection: 1
Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 6
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 7
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 8
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 9
Waterman Boreham Regent House Brentwood Licence No: 701701
TRIP RATE for Land Use 03 - RESIDENTIAL/L - MIXED AFFORD HOUS (FLATS AND HOUSES)
TAXIS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
10 70 0.001 10 70 0.001 10 70 0.00207:00 - 08:00
10 70 0.003 10 70 0.003 10 70 0.00608:00 - 09:00
10 70 0.004 10 70 0.004 10 70 0.00809:00 - 10:00
10 70 0.003 10 70 0.003 10 70 0.00610:00 - 11:00
10 70 0.000 10 70 0.000 10 70 0.00011:00 - 12:00
10 70 0.001 10 70 0.001 10 70 0.00212:00 - 13:00
10 70 0.004 10 70 0.004 10 70 0.00813:00 - 14:00
10 70 0.004 10 70 0.004 10 70 0.00814:00 - 15:00
10 70 0.003 10 70 0.004 10 70 0.00715:00 - 16:00
10 70 0.003 10 70 0.003 10 70 0.00616:00 - 17:00
10 70 0.001 10 70 0.001 10 70 0.00217:00 - 18:00
10 70 0.006 10 70 0.006 10 70 0.01218:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates: 0.033 0.034 0.067
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just
above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus
departures). Within each of these main columns are three sub-columns. These display the number of survey days where
count data is included (per time period), the average value of the selected trip rate calculation parameter (per time
period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of
the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days
that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals
(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated
time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated
calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip
rates are then rounded to 3 decimal places.
Parameter summary
Trip rate parameter range selected: 18 - 312 (units: )
Survey date date range: 01/01/08 - 20/11/15
Number of weekdays (Monday-Friday): 9
Number of Saturdays: 1
Number of Sundays: 0
Surveys automatically removed from selection: 1
Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 10
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 11
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 12
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 13
Waterman Boreham Regent House Brentwood Licence No: 701701
TRIP RATE for Land Use 03 - RESIDENTIAL/L - MIXED AFFORD HOUS (FLATS AND HOUSES)
OGVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
10 70 0.000 10 70 0.000 10 70 0.00007:00 - 08:00
10 70 0.000 10 70 0.000 10 70 0.00008:00 - 09:00
10 70 0.000 10 70 0.000 10 70 0.00009:00 - 10:00
10 70 0.000 10 70 0.000 10 70 0.00010:00 - 11:00
10 70 0.003 10 70 0.001 10 70 0.00411:00 - 12:00
10 70 0.001 10 70 0.001 10 70 0.00212:00 - 13:00
10 70 0.000 10 70 0.001 10 70 0.00113:00 - 14:00
10 70 0.000 10 70 0.000 10 70 0.00014:00 - 15:00
10 70 0.000 10 70 0.000 10 70 0.00015:00 - 16:00
10 70 0.003 10 70 0.001 10 70 0.00416:00 - 17:00
10 70 0.000 10 70 0.001 10 70 0.00117:00 - 18:00
10 70 0.000 10 70 0.000 10 70 0.00018:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates: 0.007 0.005 0.012
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just
above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus
departures). Within each of these main columns are three sub-columns. These display the number of survey days where
count data is included (per time period), the average value of the selected trip rate calculation parameter (per time
period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of
the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days
that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals
(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated
time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated
calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip
rates are then rounded to 3 decimal places.
Parameter summary
Trip rate parameter range selected: 18 - 312 (units: )
Survey date date range: 01/01/08 - 20/11/15
Number of weekdays (Monday-Friday): 9
Number of Saturdays: 1
Number of Sundays: 0
Surveys automatically removed from selection: 1
Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 14
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 15
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 16
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 17
Waterman Boreham Regent House Brentwood Licence No: 701701
TRIP RATE for Land Use 03 - RESIDENTIAL/L - MIXED AFFORD HOUS (FLATS AND HOUSES)
PSVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
10 70 0.000 10 70 0.000 10 70 0.00007:00 - 08:00
10 70 0.000 10 70 0.000 10 70 0.00008:00 - 09:00
10 70 0.000 10 70 0.000 10 70 0.00009:00 - 10:00
10 70 0.000 10 70 0.000 10 70 0.00010:00 - 11:00
10 70 0.000 10 70 0.000 10 70 0.00011:00 - 12:00
10 70 0.000 10 70 0.000 10 70 0.00012:00 - 13:00
10 70 0.000 10 70 0.000 10 70 0.00013:00 - 14:00
10 70 0.000 10 70 0.000 10 70 0.00014:00 - 15:00
10 70 0.000 10 70 0.000 10 70 0.00015:00 - 16:00
10 70 0.000 10 70 0.000 10 70 0.00016:00 - 17:00
10 70 0.000 10 70 0.000 10 70 0.00017:00 - 18:00
10 70 0.000 10 70 0.000 10 70 0.00018:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates: 0.000 0.000 0.000
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just
above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus
departures). Within each of these main columns are three sub-columns. These display the number of survey days where
count data is included (per time period), the average value of the selected trip rate calculation parameter (per time
period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of
the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days
that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals
(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated
time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated
calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip
rates are then rounded to 3 decimal places.
Parameter summary
Trip rate parameter range selected: 18 - 312 (units: )
Survey date date range: 01/01/08 - 20/11/15
Number of weekdays (Monday-Friday): 9
Number of Saturdays: 1
Number of Sundays: 0
Surveys automatically removed from selection: 1
Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 18
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 19
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 20
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 21
Waterman Boreham Regent House Brentwood Licence No: 701701
TRIP RATE for Land Use 03 - RESIDENTIAL/L - MIXED AFFORD HOUS (FLATS AND HOUSES)
CYCLISTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
10 70 0.003 10 70 0.001 10 70 0.00407:00 - 08:00
10 70 0.003 10 70 0.007 10 70 0.01008:00 - 09:00
10 70 0.001 10 70 0.009 10 70 0.01009:00 - 10:00
10 70 0.003 10 70 0.006 10 70 0.00910:00 - 11:00
10 70 0.001 10 70 0.003 10 70 0.00411:00 - 12:00
10 70 0.003 10 70 0.003 10 70 0.00612:00 - 13:00
10 70 0.007 10 70 0.004 10 70 0.01113:00 - 14:00
10 70 0.003 10 70 0.001 10 70 0.00414:00 - 15:00
10 70 0.006 10 70 0.006 10 70 0.01215:00 - 16:00
10 70 0.007 10 70 0.003 10 70 0.01016:00 - 17:00
10 70 0.007 10 70 0.000 10 70 0.00717:00 - 18:00
10 70 0.004 10 70 0.001 10 70 0.00518:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates: 0.048 0.044 0.092
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just
above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus
departures). Within each of these main columns are three sub-columns. These display the number of survey days where
count data is included (per time period), the average value of the selected trip rate calculation parameter (per time
period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of
the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days
that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals
(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated
time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated
calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip
rates are then rounded to 3 decimal places.
Parameter summary
Trip rate parameter range selected: 18 - 312 (units: )
Survey date date range: 01/01/08 - 20/11/15
Number of weekdays (Monday-Friday): 9
Number of Saturdays: 1
Number of Sundays: 0
Surveys automatically removed from selection: 1
Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 22
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 23
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Thursday 15/12/16
Page 24
Waterman Boreham Regent House Brentwood Licence No: 701701
This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are
displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time
period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected
direction is shown at the top of the graph.
41
Site At Kilnmead Car Park, Crawley
Project Number:
Document Reference: WIE13325-314 R 1-2-1 TS \\s-ld\WTDL\Projects\13000 jobs\13325 Crawley_2012\314 Kilnmead Surveys\6_Design\Transport\Transport Statement\WIE13325
314 R 1-2-1 TS.docx
P. Stage 1 Road Safety Audit
CLIENT:- CRAWLEY BOROUGH COUNCIL
S38 HIGHWAY WORKS
KILNMEAD
CRAWLEY, WEST SUSSEX
ROAD SAFETY AUDIT
STAGE 1 REPORT
February 2017
M B Projects Ltd.
Job No. 117.028 Issue: DRAFT
S38 Highway Works, Kilnmead, Crawley, West Sussex DRAFT
Stage 1 Road Safety Audit Report
117.028 Page 1
CONTENTS Page No.
1 INTRODUCTION 2
2 ITEMS RAISED AT THIS STAGE 1 ROAD SAFETY AUDIT 3
3 AUDIT TEAM STATEMENT 5
APPENDIX A 6
APPENDIX B 7
S38 Highway Works, Kilnmead, Crawley, West Sussex DRAFT
Stage 1 Road Safety Audit Report
117.028 Page 2
1. INTRODUCTION
1.1 This report results from a Stage 1 Road Safety Audit carried out on the preliminary design
of the highway works to a residential development off Kilnmead in Crawley, West
Sussex, at the request of the Design Organisation, Waterman, Crown House, 2-8
Gloucester Road, Redhill, Surrey RH1 1FH.
1.2 The Road Safety Audit Team membership was as follows:
Martin Brownsey BSc DipEM MCIHT CoC
Director, M.B.Projects Ltd
Ted Smith CoC
Traffic Safety Consultant
1.3 The Road Safety Audit took place at the Oxted office of M.B.Projects Ltd during
February 2017. The Audit was undertaken in accordance with the audit brief in Waterman
emails dated 24th January 2017. The Audit comprised an examination of the drawings and
documents provided and these are listed in Appendix A.
1.4 The site was visited by the Audit Team together on the afternoon of 6th February 2017
when weather conditions were dry and sunny. Traffic conditions on Kilnmead were
moderate and several pedestrians and one cyclist observed in the vicinity.
1.5 The terms of reference for this Road Safety Audit are as described in HD19/15 Road
Safety Audit. The Audit Team has examined and reported only on the road safety
implications of the scheme as presented, and has not examined or verified the compliance
of the designs to any other criteria.
1.6 Each problem identified has been given a location reference and these are indicated on the
A3 location plan in Appendix B.
1.7 The proposed works includes using an existing car park access road to access the site, to
serve 35 residential units. Three driveways are shown on to Kilnmead.
1.8 No details of any Departures from Standard have been provided by the Design
Organisation.
1.9 Reference to the ‘Crashmap’ injury accident database shows no recorded accidents on this
section of Kilnmead for the 2008-2015 period.
S38 Highway Works, Kilnmead, Crawley, West Sussex DRAFT
Stage 1 Road Safety Audit Report
117.028 Page 3
2. ITEMS RAISED AT THIS STAGE 1 ROAD SAFETY AUDIT
2.1 GENERAL
2.1.1 PROBLEM
Location: A (drawing 15048/P120 P1) – Site Roads
Summary: Risk of hazardous parking
It was observed that the local roads had parking controls (Permit Holders Only Mon-Sat
9am-5pm). Lack of controls within the proposed development could result in hazardous
parking affecting safe movement for residents.
RECOMMENDATION It is recommended that parking controls are introduced for
the development.
2.1.2 PROBLEM
Location: B (drawing 15048/P120 P1) – Site Roads
Summary: Risk of vehicle/vehicle conflicts
The drawing appears to show a hedge between the site road and the Army Reserve Centre
road. This will obscure a vehicle heading towards the exit in each road, such that their paths
could cross at the exit on to Kilnmead and conflict result.
RECOMMENDATION It is recommended that the centre strip remains ‘open’ in
terms of intervisibility.
2.2 LOCAL ALIGNMENT
2.2.1 No problems identified in this category at this Stage 1 Audit.
2.3 JUNCTIONS
2.3.1 PROBLEM
Location: C (drawing 15048/P120 P1) – Site Entrance
Summary: Risk of vehicle conflicts
Three new private driveways are proposed on to Kilnmead. Kilnmead was observed to be a
S38 Highway Works, Kilnmead, Crawley, West Sussex DRAFT
Stage 1 Road Safety Audit Report
117.028 Page 4
busy distributor road with a pedestrian flow along the south footway. There is on-street
parking available opposite the east drive and the junction with ?? is located opposite the
west drive. A resident reversing back out on to Kilnmead therefore runs the risk of conflict
with other road users.
RECOMMENDATION It is recommended that the houses are realigned to be within
the development where driveways on to the site road would provide safer access
arrangements.
2.4 NON-MOTOR VEHICLE PROVISION
2.4.1 PROBLEM
Location: D (drawing 15048/P120 P1) – Site Entrance
Summary: Risk of pedestrian/vehicle conflict
For a pedestrian crossing the double access, there is an area of asphalt where they must
stand when in the middle, possibly at risk of conflict with a passing vehicle. With the
proposed design it appears that the east kerbline of the site access road is being moved west
a metre or two such that this central area may be increased.
RECOMMENDATION It is recommended that the Designer checks whether a kerbed
area can be provided (ie extend the site east kerbline and Army Reserve Centre west
kerbline) in order that pedestrians have a safe defined area in which to wait prior to the
second part of their crossing.
2.4.2 PROBLEM
Location: E (drawing 15048/P120 P1) – Site Housing Area
Summary: Safe pedestrian routing
Pedestrians will need to reach the main housing area via a safe route.
RECOMMENDATION It is recommended that a pedestrian crossing point is
incorporated into the western build-out between the car parking bays.
2.5 SIGNS AND LIGHTING
2.5.1 No problems identified in this category at this Stage 1 Audit.
S38 Highway Works, Kilnmead, Crawley, West Sussex DRAFT
Stage 1 Road Safety Audit Report
117.028 Page 5
3. AUDIT TEAM STATEMENT
We certify that this audit has been carried out in accordance with HD19/15.
AUDIT TEAM LEADER:
Name: MARTIN G BROWNSEY BSc DipEM MCIHT CoC
Position: Director
Organisation: MB Projects Ltd
Address: Farthings, Grants Lane, Oxted, Surrey, RH8 0RH
Signed:
Date:
AUDIT TEAM MEMBER:
Name: TED SMITH CoC
Position: Traffic Safety Consultant
Address: 1A The Parade, East Wittering, West Sussex
Signed:
Date:
M B Projects Ltd Highways Consultancy
Email: [email protected]
www.roadsafetyaudit.org.uk
Tel: 01883 712680
S38 Highway Works, Kilnmead, Crawley, West Sussex DRAFT
Stage 1 Road Safety Audit Report
117.028 Page 6
APPENDIX A
LIST OF DRAWINGS AND DOCUMENTS EXAMINED IN THIS AUDIT
Drawing No. Scale Description
HNW Architects
15048/P120 P1 1:500 Proposed Site Plan
Documents:
None
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