WINDSOR EX-SERVICES AND SOCIAL CLUB 107 ST LEONARDS

Transcription

WINDSOR EX-SERVICES AND SOCIAL
CLUB
107 ST LEONARDS ROAD
WINDSOR
TRANSPORT STATEMENT
DECEMBER 2015
WINDSOR EX-SERVICES AND SOCIAL
CLUB
107 ST LEONARDS ROAD
WINDSOR
TRANSPORT STATEMENT
DECEMBER 2015
Project Code:
SGWindsor2.1
Prepared by:
Lawrence Clemence
Approved by:
Alec Philpott
Issue Date:
17th December 2015
Status:
Final
Mayer Brown Limited, Lion House, Oriental Road, Woking, Surrey GU22 8AR
Telephone 01483 750508 Fax 01483 750437 [email protected] www.mayerbrown.co.uk
Windsor Ex-Services and Social Club
107 St Leonards Road
Windsor
Transport Statement
List of Contents
Sections
1 Introduction ......................................................................................................... 1 2 Site Location and Existing Conditions................................................................. 2 3 Development Proposals ...................................................................................... 6 4 Trip Generation Assessment .............................................................................. 9 5 Summary and Conclusions ............................................................................... 12 Figures
Figure 1.1: Application Site in Relation to the Regional Highway Network
Figure 1.2: Application Site in Relation to the Local Highway Network
Figure 2.1: Application Site in Relation to Local Railway Stations
Tables
Table 3.1: RBWM Parking Standards & Proposed Provision ....................................... 7 Table 4.1: Trip Generation – Proposed Residential ................................................... 10 Table 4.2: Trip Generation – Public House ................................................................ 11 Table 4.3: Trip Generation – Public House ................................................................ 11 Appendices
APPENDIX A: Site Layout Plan APPENDIX B: Census Data APPENDIX C: Parking Survey Results APPENDIX D: TRICS Assessment – Proposed Residential APPENDIX E: TRICS Assessment – Extant Social Club
107 St Leonards Road, Windsor
Transport Statement
1
Introduction
1.1
Mayer Brown Limited has been appointed by S G Investments Limited to prepare this
Transport Statement in respect of the proposed redevelopment of the ex-services and
social club at 107 St. Leonards Road, Windsor.
1.2
The site in relation to the regional and local highway network is illustrated at Figure 1.1
and 1.2 respectively.
1.3
A Technical Note was produced by Mayer Brown in March 2013 in relation to the
demolition of a proportion of the club (circa 340sqm GIA) and subsequent construction
of 6no. 3 bedroom town houses across three floors. These dwellings are accessed via
Lammas Court which is perpendicular to St Leonards Road with an east to west
alignment.
1.4
The present application relates to the remaining section of the club (D1/D2 use class)
and comprises a site area of approximately 179sqm. The site benefits from a primary
frontage and pedestrian entrance at St. Leonards Road. No on-site car parking is
provided.
1.5
The development proposals seek to demolish the building and provide 5 apartments
(4no. 1 bedroom and 1no. 2 bedroom). No on-site parking will be provided, as per the
existing situation.
1.6
This report has been produced to demonstrate to the Royal Borough Windsor and
Maidenhead Council and its Committee Members that highways and transportation
matters have been appropriately considered.
1.7
This report is divided into the following sections:

Site Location and Existing Conditions;

Development Proposals;

Trip Generation Assessment; and

Summary and Conclusions.
Page 1
Transport Statement
2
Site Location and Existing Conditions
2.1
This Section considers the site location and an overview of the accessibility to the local
transport infrastructure, subdivided as follows:

Existing Site Description;

Existing Access Arrangements;

Local Public Transport Infrastructure;

Local Pedestrian and Cycle Infrastructure;

Adjacent Highway Network; and

Accessibility Summary.
Existing Site Description
2.2
The site comprises 107 St Leonards Road which is located within the Royal Borough of
Windsor and Maidenhead.
2.3
The existing building is the former Windsor ex-services and social club.
2.4
Windsor town centre is located approximately 650m to the north of the site.
Existing Access Arrangements
2.5
There are no vehicle crossovers associated with the site.
2.6
Pedestrian access is achievable via two gates along the western boundary of the exservices club on to St Leonards Road.
Local Public Transport Infrastructure
Bus Accessibility
2.7
There are 4 bus services (01, 6, 16, and 16A) located approximately 500m north of the
development on Charles Street which provide onward access to locations such as Ascot
and Maidenhead Town Centre. This stop provides shelter, street lighting and real time
information.
2.8
Service 01 runs up to a maximum of every 60 minutes across peak weekday and
weekend periods.
2.9
Services 6, 16 and 16A run interchangeably and have a peak frequency of up to every
30 minutes on weekdays and weekends.
Page 2
Transport Statement
2.10
There is one further regular bus service (702) situated approximately 500m south of the
site along St Leonards Road which provide access to Ascot, Slough and London. This
stop provides a shelter and street lighting.
2.11
This service runs up to a maximum of every 60 minutes across peak periods on both a
weekday and a weekend.
2.12
The distance of these stops equates to approximately 6 minutes (assuming a
comfortable walking speed of 80m/minute or a 2 minute cycle assuming a comfortable
cycle speed of 260m/minute).
2.13
Therefore the site is considered to be sustainably located in a local context, providing
the opportunity for site users to travel via other modes of transport as opposed to in a
private vehicle.
Rail Accessibility
2.14
Figure 2.1 sets out a 10 minute walking isochrone from Windsor and Eton Central Station
showing that the site is located approximately 800m south of the railway. This would
also equate to an estimated cycle time of 3 minutes.
Page 3
Transport Statement
Figure 2.1: Application Site in Relation to Local Railway Stations [Source:
National Rail]
2.15
Windsor and Eton Central Station provides onward access to Slough with peak
frequencies of up to every 20 minutes on a weekday and every 30 minutes on a weekend.
Page 4
Transport Statement
2.16
Alternatively, Windsor and Eton Riverside station, located approximately 1.25km to the
northeast of the site (16 minute walk/5 minute cycle), provides access to London
Waterloo up to every 30 minutes on both a weekday and a weekend.
2.17
Therefore, the possibility of future residents using public transport as part of a daily
commute is a feasible option and considered to help in the promotion of using more
sustainable modes of travel.
Local Pedestrian and Cycle Infrastructure
2.18
The site benefits from immediate access to the pedestrian infrastructure via St Leonards
Road.
2.19
St Leonards Road benefits from regular street lighting and footways on either side of the
carriageway.
2.20
Tactile paving and dropped kerbs are present at all priority junctions along St Leonards
Road between Osbourne Road (A308) to the south and Clarence Road to the north. This
improves the permeability throughout the local area.
2.21
A signalised pedestrian crossing is located at the northern end of St Leonards Road with
dropped kerbs to aid in crossing the road and providing onward access to the town centre
and public transport facilities available in the local area.
Adjacent Highway Network
2.22
The site is bound to the north by Lammas Court and to the west by St Leonards Road.
2.23
There are no loading restrictions present adjacent to the site along either Lammas Court
or St Leonards Road.
2.24
Both Lammas Court and St Leonards Road have speed restrictions of 30mph.
Accessibility Summary
2.25
In summary, it can be seen that:

The site benefits from access to numerous bus and rail services which can be
reached within a 15 minute walk or a 5 minute cycle;

The site benefits from immediate access to the highway, cycle and pedestrian
infrastructure;

No loading restrictions are present adjacent to the site along either Lammas Court
or St Leonards Road.
Page 5
Transport Statement
3
Development Proposals
3.1
This section sets out the detail of the proposed development and in particular considers
the transport planning specifics incorporated within the scheme. This review is
subdivided as follows:

Proposed Schedule of Accommodation;

Site Layout and Access Arrangement;

Parking Provision;

Parking Survey Results;

Servicing & Refuse Collection Arrangement; and

Development Summary.
Proposed Schedule of Accommodation
3.2
The development proposals comprise 5 residential dwellings (4no. 1 bedroom, 1no. 2
bedroom), split across 3 floors.
Site Layout and Access Arrangement
3.3
The proposed site layout is provided at Appendix A.
3.4
There are 3 pedestrian access points along the western boundary of the site.
3.5
Flat 2 utilises the most northern access onto St Leonards Road and is separated from
the remaining units.
3.6
The remaining 4 units can be accessed via the central entrance door which provides
access to a stair core for the upper floors.
3.7
Cycle storage will be accessed via the third door at the southwestern corner of the
development.
Parking Provision
Car Parking
3.8
The proposed residential parking arrangement has been designed in accordance with
the Royal Borough of Windsor and Maidenhead (RBWM) parking standards, as set out
within the Local Plan (2004) and summarised within Table 3.1.
Given the good
accessibility of the site, a lower maximum threshold has been applied, as per the
Council’s planning guidance.
Page 6
Transport Statement
Car Parking Standard
Maximum Number of Parking
Type of Dwelling
Spaces
1-bedroom unit
0.5 spaces per dwelling
(4 dwellings)
(2 spaces)
2-bedroom unit
1 space per unit
(1 dwelling)
(1 space)
Proposed Car Parking
0
Table 3.1: RBWM Parking Standards & Proposed Provision
3.9
Given that the proposals include no dedicated car parking spaces, the development is
considered to accord with maximum standards.
3.10
To provide an indication of the potential car ownership, the 2011 National Census
database has been interrogated for the Windsor/Eton area and a growth up factor has
been applied to take account of any future changing trends in car ownership levels for
apartments/flats.
3.11
A copy of the Census output is contained within Appendix B and demonstrates a typical
car ownership in 2020 (estimated year of opening) of 0.927 vehicles per dwelling
throughout the local area.
3.12
Therefore, the development proposals could give rise to a demand of 5 cars, which is
considered to be a nominal amount.
Parking Survey Results
3.13
In order to understand the current parking demand in the area, a parking beat survey
was commissioned and undertaken by Tracsis on Tuesday 1st December 2015.
3.14
The results identified a total capacity of 235 car spaces within 200m of the site. These
were either unrestricted, residents’ only, perpendicular parking or shared use bays. The
surveys identified that there were a minimum of 31 spare parking spaces available
overnight, with 67 available during the course of the day.
3.15
Consequently it is considered that any potential on-street parking demand arising from
the scheme is unlikely to cause any detriment to the local highway.
3.16
A full copy of the survey results are contained in Appendix C.
Cycle Parking
3.17
As per RBWM’s guidance, in blocks of flats a proportion of secure cycle parking will be
required and will be calculated on a case specific basis.
Page 7
Transport Statement
3.18
5 cycle bays will be provided at ground floor level and will be both secure and covered
which is considered appropriate for 5 dwellings. This equates to one cycle bay per
dwelling across the entire development.
Servicing and Refuse Collection Arrangement
3.19
The refuse and recycling point is located at ground floor level at the southwest corner of
the development. The distance between the refuse storage area and the kerbside is less
than 10m which is considered acceptable.
3.20
The surrounding residential properties along St Leonards Road and Lammas Court also
benefit from kerbside refuse collection.
3.21
Kerbside collection and on-street servicing is therefore considered appropriate for the
proposed residential development and continues the situation as existing.
Development Summary
3.22
In summary it can be seen that:

The proposals comprise the demolition of the remaining former Windsor ex-services
and social club followed by the construction of 5 apartments, comprising 4no. 1
bedroom and 1no. 2 bedroom units;

The proposals do not provide any on-site car parking;

There are 5 cycle bays located at ground floor level, equating to one bay per
dwelling; and

Servicing and deliveries will continue to operate at kerbside as per the existing
situation.
Page 8
Transport Statement
4
Trip Generation Assessment
4.1
This section considers the potential trips likely to be generated by the proposed
development, which is subdivided as follows:

Trip Assessment Methodology;

Proposed Residential Development Trip Generation;

Extant Use Trip Generation;

Deliveries; and

Trip Generation Summary.
Trip Assessment Methodology
4.2
In order to provide a robust assessment, this Transport Statement considers all trips
associated with the residential dwellings to be new to the network.
4.3
The multi-modal trip generation associated with the former and proposed uses has been
assessed using the TRICS (Trip Rate Information Computer System) database, which is
a widely adopted and utilised program for calculating trip rates associated with
development.
4.4
The assessment considers the potential trip generation during the critical weekday
morning (08:00-09:00) and evening peak periods (17:00-18:00) when baseline network
demand on public transport and the surrounding highway infrastructure is likely to be at
its highest.
4.5
Sites have been selected from the TRICS database that closely match the conditions are
present at the application site.
4.6
The TRICS site selection is summarised below with outputs provided at Appendix D.
Residential Site Selection Criteria:

Located within England except Greater London;

Located in a suburban location;

Up to 50 dwellings; and

Surveyed on a weekday between 2007 - 2015.
Page 9
Transport Statement
Proposed Residential Development Trip Generation
4.7
Table 4.1 outlines the trip generation associated with the proposed 5no. residential
dwellings.
5no. Residential Dwellings
Vehicles
Public Transport
Cyclists
Pedestrians
TOTAL
Weekday Morning
Peak 08:00-09:00
Arr
Dep
0
1
0
0
0
0
0
1
0
2
Weekday Evening
Peak 17:00-18:00
Arr
Dep
1
1
0
0
0
0
1
0
2
1
Daily
(07:00-19:00)
Arr
Dep
9
9
1
1
0
0
4
5
14
15
Table 4.1: Trip Generation – Proposed Residential
4.8
The proposed residential development is likely to generate around 2 and 3 one-way
person movements (i.e. one arrival or one departure) during the weekday morning and
evening peaks respectively.
4.9
Of these total person movements, only 1 and 2 movements comprise car drivers, being
equivalent to around 1 additional vehicle every 30 minutes during the busiest weekday
peak hour which is considered nominal and likely to be imperceptible in practice.
4.10
Therefore in highways and transportation terms there is not seen to be a material impact
on the surrounding infrastructure and the development in this respect should be
considered as acceptable.
Extant Use Trip Generation
4.11
Notwithstanding the minimal number of trips associated with the residential dwellings,
for completeness a TRICS assessment has also been carried out for former social club,
modelled here as a community centre given the site’s use D1/D2 use class.
4.12
The TRICS site selection is summarised below with outputs provided at Appendix E.
Community Centre Site Selection Criteria:
4.13

Located within England except Greater London;

Located in an edge of town centre/suburban location;

Up to 1000sqm; and

Surveyed on a weekday between 2007 - 2015.
Table 4.2 outlines the trip generation associated with the remaining part of the exservices and social club.
Page 10
Transport Statement
Former Social Club
179sqm GFA (Site Area)
Vehicles
Public Transport
Cyclists
Pedestrians
TOTAL
Weekday Morning
Peak 08:00-09:00
Arr
Dep
1
0
0
0
0
0
0
0
1
0
Weekday Evening
Peak 17:00-18:00
Arr
Dep
0
0
0
0
0
0
0
1
0
1
Daily
(07:00-19:00)
Arr
Dep
6
6
0
1
0
0
8
9
14
16
Table 4.2: Trip Generation – Public House
4.14
Table 4.3 outlines the net trip generation between the extant and proposed uses.
Extant vs. Proposed
Vehicles
Public Transport
Cyclists
Pedestrians
TOTAL
Weekday Morning
Peak 08:00-09:00
Arr
Dep
-1
+1
0
0
0
0
0
+1
-1
2
Weekday Evening
Peak 17:00-18:00
Arr
Dep
+1
+1
0
0
0
0
+1
-1
2
0
Daily
(07:00-19:00)
Arr
Dep
+3
+3
+1
0
0
0
-4
-4
0
-1
Table 4.3: Trip Generation – Public House
4.15
Table 4.3 illustrates that the proposed redevelopment will result in an overall decrease
of total people trips across the day which is considered a benefit.
Deliveries
4.16
Deliveries are likely to consist of smaller parcel couriers and online shopping vehicles
which will amount to less than 1 vehicle per day. This is therefore not seen as a
detrimental factor to highway safety or capacity and the vehicles are already likely to be
in operation on the surrounding network.
Trip Generation Summary
4.17
In summary it can be seen that:

There is likely to be no material impact on the local highway network in both terms
of safety and capacity.
Page 11
Transport Statement
5
Summary and Conclusions
5.1
Mayer Brown Limited has been appointed by S G Investments Limited to prepare this
Transport Statement in respect of the proposed redevelopment of the Windsor exservices and social club at 107 St. Leonard’s Road, Windsor.
5.2
This Transport Statement demonstrates that:

The site benefits from access to numerous bus and rail services which can be reach
within a 15 minute walk or a 5 minute cycle;

Immediate access to the highway, cycle and pedestrian infrastructure;

The proposals comprise the demolition of the remaining former Windsor ex-services
and social club followed by the construction of 5 apartments, comprising 4no. 1
bedroom and 1no. 2 bedroom units;

The proposals do not provide any on-site car parking;

There are 5 cycle bays located at ground floor level, equating to one bay per
dwelling;

Servicing and deliveries will continue to operate at kerbside as per the existing
situation; and

There is likely to be no material impact on the local highway network in both terms
of safety and capacity.
5.3
It is therefore considered that the development proposals are acceptable in highways
and transportation terms.
Page 12
Development Site
This map is reproduced from Ordnance
Survey material with the permission of
Ordnance Survey on behalf of the
Controller of Her Majesty's Stationery
Office © Crown copyright.
Unauthorised reproduction infringes
Crown copyright and may lead to
prosecution or civil proceedings. Mayer
Brown Ltd. Licence No - AL 100002189
Site in Relation to the Regional
Highway Network
Scale 1:50 000
Figure 1.1
Development Site
This map is reproduced from Ordnance
Survey material with the permission of
Ordnance Survey on behalf of the
Controller of Her Majesty's Stationery
Office © Crown copyright.
Unauthorised reproduction infringes
Crown copyright and may lead to
prosecution or civil proceedings. Mayer
Brown Ltd. Licence No - AL 100002189
Site in Relation to the Local
Highway Network
Scale 1:10 000
Figure 1.2
APPENDIX A: Site Layout Plan
APPENDIX B: Census Data
DC4415EWla - Accommodation type by car or van availability by number of usual residents aged 17 or over in household
ONS Crown Copyright Reserved [from Nomis on 30 October 2014]
geography
no of usual residents in households
time
Windsor and Maidenhead
All categories: Number of usual residents aged 17 or over in household
2011
Cars or Vans
Accomodation Type
All categories:
Car or van
availability
All categories: Accommodation type
No cars or vans in household
1 car or van in household
2 or more cars or vans in household
58,349
7,782
23,443
27,124
Caravan or
Whole house or Flat, maisonette other mobile or
bungalow
or apartment
temporary
structure
44,361
13,388
600
3,688
3,958
136
16,116
7,003
324
24,557
2,427
140
From the Census Data we can establish that:
Adjacent Wards to Application Site
2011 Car Ownership for Flat, Maisonette or Apartment
Total Units
13,388
No Car
3,958
1
7,003
2
2,427
Total Cars
11,857
Cars per Unit
0.886
Using TEMPRO, growth factors are provided to growth the data from base year to target year:
TEMPRO GROWTH FACTORS 2011-2020 (NTEM 6.2)
Windsor/Eton (00ME5)
Growth Year
2020
No Car
0.9475
1
1.0727
2
1.08
Total
1.0466
2020 Car Ownership for Flat, Maisonette or Apartment
Total Units
13,388
No Car
3,750
1
7,512
2
2,621
Total
12410
Cars per unit based on Census Data
2011
2020
Flats
0.886
0.927
Cars per Unit
0.927
APPENDIX C: Parking Survey Results
Client:
Mayer Brown
Project:
3026-LON-GA St Leonards Road
Survey Date:
Tuesday 01 December 2015
Survey Period:
00:30-05:00 & 12:30-17:00
Method:
Parking by Occupancy
Incidents / Observations:
Mayer Brown
3026-LON-GA St Leonards Road
Abbreviation
Restriction
DIS
Disabled
DY
Double Yellow
DY/ACC
Double Yellow/ Access
DY/JN
Double Yellow/ Junction
DY/PED
Double Yellow/ Pedestrian
Area
KC
Keep Clear
LB
Loading Bay
P&D
Pay & Display
PERP
Perpendicular Parking
RES
Residents
SU
Shared Use
SY
Single Yellow
SY/DK
Single Yellow/ Drop Kerb
SY/JN
Single Yellow/ Junction
UN
Unrestricted
UN/UNDES
Unrestricted/ Undesirable
WL/DK
White Line/ Drop Kerb
Mayer Brown
3026-LON-GA St Leonards
Restrictions by No. Bays
Street Name / Restriction
BEAUMONT ROAD
GROVE ROAD
LAMMAS COURT
OSBORNE MEWS
QUEENS ROAD
ST LEONARD AVENUE
ST LEONARDS ROAD
ST MARKS PLACE
ST MARKS ROAD
TEMPLE ROAD
TRINITY PLACE
Grand Total
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
0
0
0
0
1
0
0
0
0
0
0
1
0
4
24
0
0
20
37
33
4
5
0
127
0
0
0
0
0
0
1
0
0
0
0
1
4
12
2
0
2
4
32
8
6
2
5
77
0
0
0
0
0
0
2
0
0
2
0
4
5
0
0
0
0
0
0
0
5
0
0
10
0
0
0
0
0
0
2
0
0
0
0
2
0
0
0
0
0
0
40
0
0
0
0
40
0
0
17
0
0
0
0
0
0
0
0
17
0
21
0
0
0
0
0
16
0
15
9
61
15
18
0
0
33
18
11
4
52
0
0
151
0
0
0
0
0
3
7
5
0
11
0
26
0
0
0
0
0
0
0
2
0
0
0
2
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
6
0
0
0
0
0
0
0
6
0
0
0
7
0
0
0
0
0
0
0
7
1
0
0
0
4
0
2
1
2
2
0
12
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
0
0
0
0
5
0
0
0
0
0
0
5
0
20
120
0
0
100
185
165
20
25
0
635
0
0
0
0
0
0
5
0
0
0
0
5
20
60
10
0
10
20
160
40
30
10
25
385
0
0
0
0
0
0
10
0
0
10
0
20
25
0
0
0
0
0
0
0
25
0
0
50
0
0
0
0
0
0
10
0
0
0
0
10
0
0
0
0
0
0
200
0
0
0
0
200
0
0
42.5
0
0
0
0
0
0
0
0
42.5
0
105
0
0
0
0
0
80
0
75
45
305
75
90
0
0
165
90
55
20
260
0
0
755
0
0
0
0
0
15
35
25
0
55
0
130
0
0
0
0
0
0
0
10
0
0
0
10
0
0
0
0
5
0
0
0
0
0
0
5
0
0
0
30
0
0
0
0
0
0
0
30
0
0
0
35
0
0
0
0
0
0
0
35
5
0
0
0
20
0
10
5
10
10
0
60
Approximated Bay Length (m)
Restrictions by Length (metres)
Street Name / Restriction
BEAUMONT ROAD
GROVE ROAD
LAMMAS COURT
OSBORNE MEWS
QUEENS ROAD
ST LEONARD AVENUE
ST LEONARDS ROAD
ST MARKS PLACE
ST MARKS ROAD
TEMPLE ROAD
TRINITY PLACE
Grand Total
Grand
Total
25
55
43
13
41
45
134
69
69
37
14
545
5
Grand
Total
125
275
172.5
65
205
225
670
345
345
185
70
2682.5
Mayer Brown
3026-LON-GA St
Street
ALL SURVEY AREA
No. of Spaces
545
Parking Occupancy by Restriction
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
1
127
1
77
4
10
2
40
17
61
151
26
2
1
6
7
12
545
1
7
0
11
0
2
0
17
14
51
137
16
1
0
2
0
0
259
1
6
0
4
0
0
2
35
10
39
116
2
0
0
3
0
0
218
Parking Occupancy (%) by Restriction
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
1
127
1
77
4
10
2
40
17
61
151
26
2
1
6
7
12
545
100.0%
100.0%
5.5%
4.7%
0.0%
0.0%
14.3%
5.2%
0.0%
0.0%
20.0%
0.0%
0.0%
100.0%
42.5%
87.5%
82.4%
58.8%
83.6%
63.9%
90.7%
76.8%
61.5%
7.7%
50.0%
0.0%
0.0%
0.0%
33.3%
50.0%
0.0%
0.0%
0.0%
0.0%
47.5%
40.0%
Mayer Brown
3026-LON-GA St
Street
BEAUMONT ROAD
No. of Spaces
25
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
0
0
4
0
5
0
0
0
0
15
0
0
0
0
0
1
25
0
0
0
0
0
2
0
0
0
0
15
0
0
0
0
0
0
17
0
0
0
0
0
0
0
0
0
0
9
0
0
0
0
0
0
9
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
0
0
4
0
5
0
0
0
0
15
0
0
0
0
0
1
25
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
40.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
100.0%
60.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
68.0%
36.0%
Mayer Brown
3026-LON-GA St
Street
GROVE ROAD
No. of Spaces
55
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
4
0
12
0
0
0
0
0
21
18
0
0
0
0
0
0
55
0
1
0
5
0
0
0
0
0
18
18
0
0
0
0
0
0
42
0
0
0
2
0
0
0
0
0
13
16
0
0
0
0
0
0
31
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
0
4
0
12
0
0
0
0
0
21
18
0
0
0
0
0
0
55
00:30 -05:00
12:30-17:00
0.0%
0.0%
25.0%
0.0%
0.0%
0.0%
41.7%
16.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85.7%
61.9%
100.0%
88.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
76.4%
56.4%
Mayer Brown
3026-LON-GA St
Street
LAMMAS COURT
No. of Spaces
43
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
24
0
2
0
0
0
0
17
0
0
0
0
0
0
0
0
43
0
1
0
0
0
0
0
0
14
0
0
0
0
0
0
0
0
15
0
6
0
0
0
0
0
0
10
0
0
0
0
0
0
0
0
16
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
24
0
2
0
0
0
0
17
0
0
0
0
0
0
0
0
43
0.0%
0.0%
4.2%
25.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
82.4%
58.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
34.9%
37.2%
Mayer Brown
3026-LON-GA St
Street
OSBORNE MEWS
No. of Spaces
13
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
7
0
13
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
0
0
3
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
7
0
13
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
33.3%
50.0%
0.0%
0.0%
0.0%
0.0%
15.4%
23.1%
Mayer Brown
3026-LON-GA St
Street
QUEENS ROAD
No. of Spaces
41
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
1
0
0
2
0
0
0
0
0
0
33
0
0
1
0
0
4
41
1
0
0
0
0
0
0
0
0
0
31
0
0
0
0
0
0
32
1
0
0
0
0
0
0
0
0
0
27
0
0
0
0
0
0
28
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
1
0
0
2
0
0
0
0
0
0
33
0
0
1
0
0
4
41
100.0%
100.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
93.9%
81.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
78.0%
68.3%
Mayer Brown
3026-LON-GA St
Street
ST LEONARD AVENUE
No. of Spaces
45
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
20
0
4
0
0
0
0
0
0
18
3
0
0
0
0
0
45
0
4
0
2
0
0
0
0
0
0
17
3
0
0
0
0
0
26
0
0
0
0
0
0
0
0
0
0
13
0
0
0
0
0
0
13
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
0
20
0
4
0
0
0
0
0
0
18
3
0
0
0
0
0
45
00:30 -05:00
12:30-17:00
0.0%
0.0%
20.0%
0.0%
0.0%
0.0%
50.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
94.4%
72.2%
100.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
57.8%
28.9%
Mayer Brown
3026-LON-GA St
Street
ST LEONARDS ROAD
No. of Spaces
134
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
37
1
32
2
0
2
40
0
0
11
7
0
0
0
0
2
134
0
0
0
1
0
0
0
17
0
0
5
1
0
0
0
0
0
24
0
0
0
1
0
0
2
35
0
0
9
2
0
0
0
0
0
49
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
37
1
32
2
0
2
40
0
0
11
7
0
0
0
0
2
134
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
3.1%
3.1%
0.0%
0.0%
0.0%
0.0%
0.0%
100.0%
42.5%
87.5%
0.0%
0.0%
0.0%
0.0%
45.5%
81.8%
14.3%
28.6%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
17.9%
36.6%
Mayer Brown
3026-LON-GA St
Street
ST MARKS PLACE
No. of Spaces
69
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
33
0
8
0
0
0
0
0
16
4
5
2
0
0
0
1
69
0
1
0
1
0
0
0
0
0
15
3
4
1
0
0
0
0
25
0
0
0
1
0
0
0
0
0
9
1
0
0
0
0
0
0
11
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
33
0
8
0
0
0
0
0
16
4
5
2
0
0
0
1
69
0.0%
0.0%
3.0%
0.0%
0.0%
0.0%
12.5%
12.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
93.8%
56.3%
75.0%
25.0%
80.0%
0.0%
50.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
36.2%
15.9%
Mayer Brown
3026-LON-GA St
Street
ST MARKS ROAD
No. of Spaces
69
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
4
0
6
0
5
0
0
0
0
52
0
0
0
0
0
2
69
0
0
0
1
0
0
0
0
0
0
48
0
0
0
0
0
0
49
0
0
0
0
0
0
0
0
0
0
41
0
0
0
0
0
0
41
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
4
0
6
0
5
0
0
0
0
52
0
0
0
0
0
2
69
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
16.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
92.3%
78.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
71.0%
59.4%
Mayer Brown
3026-LON-GA St
Street
TEMPLE ROAD
No. of Spaces
37
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
5
0
2
2
0
0
0
0
15
0
11
0
0
0
0
2
37
0
0
0
0
0
0
0
0
0
14
0
8
0
0
0
0
0
22
0
0
0
0
0
0
0
0
0
11
0
0
0
0
0
0
0
11
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
5
0
2
2
0
0
0
0
15
0
11
0
0
0
0
2
37
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
93.3%
73.3%
0.0%
0.0%
72.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
59.5%
29.7%
Mayer Brown
3026-LON-GA St
Street
TRINITY PLACE
No. of Spaces
14
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
0
0
5
0
0
0
0
0
9
0
0
0
0
0
0
0
14
0
0
0
1
0
0
0
0
0
4
0
0
0
0
0
0
0
5
0
0
0
0
0
0
0
0
0
6
0
0
0
0
0
0
0
6
Restriction / Beat
Time
0
0
2
11
1
0
1
0
0
10
4
0
24
0
0
24
0
0
DIS
DY
DY/ACC
DY/JN
DY/PED
KC
LB
P&D
PERP
RES
SU
SY
SY/DK
SY/JN
UN
UN/UNDES
WL/DK
TOTAL
Capacity
00:30 -05:00
12:30-17:00
0
0
0
5
0
0
0
0
0
9
0
0
0
0
0
0
0
14
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
20.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
44.4%
66.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
35.7%
42.9%
APPENDIX D: TRICS Assessment – Proposed Residential
TRICS Assessment
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
Calculation Factor:
1
Flat
Number of Dwellings:
5
Flats
Development Scenario: PROPOSED FLATS
Trip Rate for: Vehicles
Time Range
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
07:00-08:00
08:00-09:00
09:00-10:00
10:00-11:00
11:00-12:00
12:00-13:00
13:00-14:00
14:00-15:00
15:00-16:00
16:00-17:00
17:00-18:00
18:00-19:00
19:00-20:00
20:00-21:00
21:00-22:00
22:00-23:00
23:00-24:00
Daily Trip Rates:
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
ARRIVALS
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.048
0.080
0.060
0.100
0.108
0.100
0.068
0.084
0.116
0.116
0.271
0.163
0.333
0.100
0.133
0.000
0.000
1.880
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
DEPARTURES
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
DEPARTURES
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.155
0.263
0.116
0.108
0.076
0.124
0.064
0.112
0.060
0.088
0.100
0.120
0.200
0.033
0.100
0.000
0.000
1.719
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
TOTALS
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.100
0.127
0.056
0.056
0.048
0.088
0.056
0.064
0.056
0.072
0.068
0.084
0.067
0.100
0.000
0.000
0.000
1.042
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
TOTALS
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
TRIPS
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.203
0.343
0.176
0.208
0.184
0.224
0.132
0.196
0.176
0.204
0.371
0.283
0.533
0.133
0.233
0.000
0.000
3.599
Arr.
Dep.
0
0
0
0
0
0
0
0
0
0
1
1
1
0
0
1
1
1
1
2
1
1
0
0
9
0
0
0
0
0
0
0
1
1
1
1
0
1
0
1
0
0
1
1
1
0
1
0
0
9
Trip Rate for: Pedestrians
Time Range
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
07:00-08:00
08:00-09:00
09:00-10:00
10:00-11:00
11:00-12:00
12:00-13:00
13:00-14:00
14:00-15:00
15:00-16:00
16:00-17:00
17:00-18:00
18:00-19:00
19:00-20:00
20:00-21:00
21:00-22:00
22:00-23:00
23:00-24:00
Daily Trip Rates:
1
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
ARRIVALS
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.036
0.024
0.052
0.036
0.076
0.076
0.056
0.040
0.096
0.084
0.112
0.088
0.033
0.067
0.000
0.000
0.000
0.876
TRIPS
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.136
0.151
0.108
0.092
0.124
0.164
0.112
0.104
0.152
0.156
0.180
0.172
0.100
0.167
0.000
0.000
0.000
1.918
Arr.
Dep.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
4
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
5
H:\_Planning 7\Current jobs\SGWINDSOR2\Modelling and TRICS\107 St Leonards Road Trip Calculator
TRICS Assessment
Calculation Factor:
1
Flat
5
Flats
Trip Rate for: Public Transport Passengers
Time Range
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
07:00-08:00
08:00-09:00
09:00-10:00
10:00-11:00
11:00-12:00
12:00-13:00
13:00-14:00
14:00-15:00
15:00-16:00
16:00-17:00
17:00-18:00
18:00-19:00
19:00-20:00
20:00-21:00
21:00-22:00
22:00-23:00
23:00-24:00
Daily Trip Rates:
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
ARRIVALS
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.004
0.008
0.000
0.004
0.000
0.012
0.008
0.016
0.020
0.004
0.016
0.040
0.000
0.000
0.000
0.000
0.000
0.132
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
DEPARTURES
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
DEPARTURES
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.036
0.032
0.008
0.016
0.000
0.016
0.000
0.000
0.008
0.008
0.004
0.004
0.000
0.000
0.000
0.000
0.000
0.132
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
TOTALS
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.016
0.012
0.012
0.004
0.008
0.004
0.008
0.008
0.000
0.008
0.004
0.000
0.000
0.000
0.000
0.000
0.000
0.084
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
TOTALS
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
TRIPS
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.040
0.040
0.008
0.020
0.000
0.028
0.008
0.016
0.028
0.012
0.020
0.044
0.000
0.000
0.000
0.000
0.000
0.264
Arr.
Dep.
0
0
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
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
Trip Rate for: Cyclists
Time Range
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
07:00-08:00
08:00-09:00
09:00-10:00
10:00-11:00
11:00-12:00
12:00-13:00
13:00-14:00
14:00-15:00
15:00-16:00
16:00-17:00
17:00-18:00
18:00-19:00
19:00-20:00
20:00-21:00
21:00-22:00
22:00-23:00
23:00-24:00
Daily Trip Rates:
2
No.
Days
0
0
0
0
0
0
0
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
0
0
ARRIVALS
Ave.
GFA
0
0
0
0
0
0
0
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.004
0.000
0.008
0.000
0.000
0.012
0.004
0.004
0.004
0.024
0.000
0.008
0.000
0.000
0.000
0.000
0.000
0.068
TRIPS
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.020
0.012
0.020
0.004
0.008
0.016
0.012
0.012
0.004
0.032
0.004
0.008
0.000
0.000
0.000
0.000
0.000
0.152
Arr.
Dep.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
H:\_Planning 7\Current jobs\SGWINDSOR2\Modelling and TRICS\107 St Leonards Road Trip Calculator
TRICS 7.2.3 250915 B17.26 (C) 2015 TRICS Consortium Ltd
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 1
Licence No: 807401
Woking
Calculation Reference: AUDIT-807401-151118-1121
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use
Category
: 03 - RESIDENTIAL
: C - FLATS PRIVATELY OWNED
MULTI-MODAL VEHICLES
Selected regions and areas:
02
SOUTH EAST
EX
ESSEX
HC
HAMPSHIRE
OX
OXFORDSHIRE
SC
SURREY
03
SOUTH WEST
DC
DORSET
04
EAST ANGLIA
CA
CAMBRIDGESHIRE
05
EAST MIDLANDS
DS
DERBYSHIRE
NR
NORTHAMPTONSHIRE
06
WEST MIDLANDS
ST
STAFFORDSHIRE
09
NORTH
CB
CUMBRIA
1
1
1
1
days
days
days
days
2 days
1 days
1 days
1 days
1 days
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:
Actual Range:
Range Selected by User:
Number of dwellings
6 to 44 (units: )
6 to 50 (units: )
Public Transport Provision:
Selection by:
Date Range:
Include all surveys
01/01/07 to 12/06/14
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:
Monday
Tuesday
Wednesday
Thursday
Friday
1
3
3
2
2
days
days
days
days
days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count
Directional ATC Count
11 days
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
Suburban Area (PPS6 Out of Centre)
2
9
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:
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Woking
Wednesday 18/11/15
Page 2
Licence No: 807401
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.
Use Class:
C3
11 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:
1,001 to 5,000
10,001 to 15,000
15,001 to 20,000
20,001 to 25,000
25,001 to 50,000
2
2
1
4
2
days
days
days
days
days
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles:
25,001 to 50,000
50,001 to 75,000
100,001 to 125,000
125,001 to 250,000
250,001 to 500,000
1
3
1
5
1
days
days
days
days
days
Car ownership within 5 miles:
0.6 to 1.0
1.1 to 1.5
1 days
10 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:
No
11 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.
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 3
Licence No: 807401
Woking
LIST OF SITES relevant to selection parameters
1
2
3
4
5
6
7
8
CA-03-C-02
BLOCK OF FLATS
WESTFIELD ROAD
NETHERTON
PETERBOROUGH
No Sub Category
Total Number of dwellings:
44
Survey date: TUESDAY
18/10/11
CB-03-C-03
FLATS & BUNGALOWS
LOUND STREET
KENDAL
Residential Zone
Survey date: MONDAY
DC-03-C-01
BLOCKS OF FLATS
ABBOTSBURY ROAD
WEYMOUTH
Edge of Town Centre
Residential Zone
DC-03-C-02
FLATS IN BLOCKS
PALM COURT
SPA ROAD
WEYMOUTH
Residential Zone
Survey date: FRIDAY
DS-03-C-01
BLOCK OF FLATS
DRAGE STREET
LITTLE CHESTER
DERBY
No Sub Category
Survey date: THURSDAY
EX-03-C-01
FLATS
WESTCLIFF PARADE
WESTCLIFF
SOUTHEND-ON-SEA
Edge of Town Centre
Residential Zone
HC-03-C-02
FLATS
WORTING ROAD
BASINGSTOKE
Residential Zone
Survey date: THURSDAY
NR-03-C-01
BLOCK OF FLATS
ROCKINGHAM ROAD
CORBY
Residential Zone
Survey date: FRIDAY
33
09/06/14
27
08/07/08
14
28/03/14
8
25/06/09
6
22/10/13
16
21/10/10
20
21/11/08
CAMBRIDGESHIRE
Survey Type: MANUAL
CUMBRIA
Survey Type: MANUAL
DORSET
Survey Type: MANUAL
DORSET
Survey Type: MANUAL
DERBYSHIRE
Survey Type: MANUAL
ESSEX
Survey Type: MANUAL
HAMPSHIRE
Survey Type: MANUAL
NORTHAMPTONSHIRE
Survey Type: MANUAL
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 4
Licence No: 807401
Woking
LIST OF SITES relevant to selection parameters (Cont.)
9
10
11
OX-03-C-01
BLOCK OF FLATS
OXFORD ROAD
COWLEY
OXFORD
Residential Zone
Survey date: WEDNESDAY
SC-03-C-02
FLATS
CONSTITUTION HILL
WOKING
Built-Up Zone
ST-03-C-01
BLOCKS OF FLATS
ETRURIA COURT
HUMBERT ROAD
STOKE-ON-TRENT
No Sub Category
OXFORDSHIRE
14
20/10/10
36
23/07/08
33
26/11/08
Survey Type: MANUAL
SURREY
Survey Type: MANUAL
STAFFORDSHIRE
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.
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 5
Licence No: 807401
Woking
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
Time Range
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
07:00 - 08:00
08:00 - 09:00
09:00 - 10:00
10:00 - 11:00
11:00 - 12:00
12:00 - 13:00
13:00 - 14:00
14:00 - 15:00
15:00 - 16:00
16:00 - 17:00
17:00 - 18:00
18:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates:
ARRIVALS
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
Trip
Rate
0.048
0.080
0.060
0.100
0.108
0.100
0.068
0.084
0.116
0.116
0.271
0.163
0.333
0.100
0.133
DEPARTURES
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
1.880
Trip
Rate
0.155
0.263
0.116
0.108
0.076
0.124
0.064
0.112
0.060
0.088
0.100
0.120
0.200
0.033
0.100
1.719
TOTALS
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
Trip
Rate
0.203
0.343
0.176
0.208
0.184
0.224
0.132
0.196
0.176
0.204
0.371
0.283
0.533
0.133
0.233
3.599
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:
Survey date date range:
Number of weekdays (Monday-Friday):
Number of Saturdays:
Number of Sundays:
Surveys manually removed from selection:
6 - 44 (units: )
01/01/07 - 12/06/14
11
0
0
1
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.
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 6
Woking
Licence No: 807401
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.
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 7
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 8
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 9
Licence No: 807401
Woking
MULTI-MODAL CYCLISTS
Time Range
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
07:00 - 08:00
08:00 - 09:00
09:00 - 10:00
10:00 - 11:00
11:00 - 12:00
12:00 - 13:00
13:00 - 14:00
14:00 - 15:00
15:00 - 16:00
16:00 - 17:00
17:00 - 18:00
18:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates:
ARRIVALS
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
Trip
Rate
0.004
0.000
0.008
0.000
0.000
0.012
0.004
0.004
0.004
0.024
0.000
0.008
0.000
0.000
0.000
DEPARTURES
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0.068
Trip
Rate
0.016
0.012
0.012
0.004
0.008
0.004
0.008
0.008
0.000
0.008
0.004
0.000
0.000
0.000
0.000
0.084
TOTALS
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
Trip
Rate
0.020
0.012
0.020
0.004
0.008
0.016
0.012
0.012
0.004
0.032
0.004
0.008
0.000
0.000
0.000
0.152
of the table.
Parameter summary
Number of Sundays:
6 - 44 (units: )
01/01/07 - 12/06/14
11
0
0
1
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 10
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 11
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 12
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 13
Licence No: 807401
Woking
MULTI-MODAL PEDESTRIANS
Time Range
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
07:00 - 08:00
08:00 - 09:00
09:00 - 10:00
10:00 - 11:00
11:00 - 12:00
12:00 - 13:00
13:00 - 14:00
14:00 - 15:00
15:00 - 16:00
16:00 - 17:00
17:00 - 18:00
18:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates:
ARRIVALS
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
Trip
Rate
0.036
0.024
0.052
0.036
0.076
0.076
0.056
0.040
0.096
0.084
0.112
0.088
0.033
0.067
0.000
DEPARTURES
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0.876
Trip
Rate
0.100
0.127
0.056
0.056
0.048
0.088
0.056
0.064
0.056
0.072
0.068
0.084
0.067
0.100
0.000
1.042
TOTALS
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
Trip
Rate
0.136
0.151
0.108
0.092
0.124
0.164
0.112
0.104
0.152
0.156
0.180
0.172
0.100
0.167
0.000
1.918
of the table.
Parameter summary
Number of Sundays:
6 - 44 (units: )
01/01/07 - 12/06/14
11
0
0
1
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 14
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 15
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 16
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 17
Licence No: 807401
Woking
MULTI-MODAL PUBLIC TRANSPORT USERS
Time Range
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
07:00 - 08:00
08:00 - 09:00
09:00 - 10:00
10:00 - 11:00
11:00 - 12:00
12:00 - 13:00
13:00 - 14:00
14:00 - 15:00
15:00 - 16:00
16:00 - 17:00
17:00 - 18:00
18:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates:
ARRIVALS
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
Trip
Rate
0.004
0.008
0.000
0.004
0.000
0.012
0.008
0.016
0.020
0.004
0.016
0.040
0.000
0.000
0.000
DEPARTURES
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
0.132
Trip
Rate
0.036
0.032
0.008
0.016
0.000
0.016
0.000
0.000
0.008
0.008
0.004
0.004
0.000
0.000
0.000
0.132
TOTALS
Ave.
DWELLS
No.
Days
11
11
11
11
11
11
11
11
11
11
11
11
2
2
2
23
23
23
23
23
23
23
23
23
23
23
23
15
15
15
Trip
Rate
0.040
0.040
0.008
0.020
0.000
0.028
0.008
0.016
0.028
0.012
0.020
0.044
0.000
0.000
0.000
0.264
of the table.
Parameter summary
Number of Sundays:
6 - 44 (units: )
01/01/07 - 12/06/14
11
0
0
1
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 18
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 19
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Wednesday 18/11/15
Page 20
Woking
Licence No: 807401
APPENDIX E: TRICS Assessment – Extant Social Club
TRIP RATE for Land Use 07 - LEISURE/Q- COMMUNITY CENTRE
Calculation Factor:
1
ha
0
ha
Development Scenario: Former Social Club
Trip Rate for: Vehicles
Time Range
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
07:00-08:00
08:00-09:00
09:00-10:00
10:00-11:00
11:00-12:00
12:00-13:00
13:00-14:00
14:00-15:00
15:00-16:00
16:00-17:00
17:00-18:00
18:00-19:00
19:00-20:00
20:00-21:00
21:00-22:00
22:00-23:00
23:00-24:00
Daily Trip Rates:
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
ARRIVALS
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
29.508
26.230
27.869
24.590
63.636
45.455
24.242
21.212
27.273
24.242
18.182
6.061
3.030
0.000
0.000
0.000
341.530
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
DEPARTURES
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
DEPARTURES
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
9.836
16.393
31.148
22.951
63.636
45.455
57.576
36.364
18.182
21.212
9.091
12.121
9.091
0.000
0.000
0.000
353.056
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
TOTALS
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
3.279
11.475
36.066
24.590
115.152
75.758
72.727
48.485
51.515
18.182
30.303
0.000
0.000
0.000
0.000
0.000
487.532
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
TOTALS
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
TRIPS
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
39.344
42.623
59.017
47.541
127.272
90.910
81.818
57.576
45.455
45.454
27.273
18.182
12.121
0.000
0.000
0.000
694.586
Arr.
Dep.
0
0
0
0
0
0
0
0
1
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
6
0
0
0
0
0
0
0
0
0
0
1
0
1
1
1
1
0
0
0
0
0
0
0
0
6
Trip Rate for: Pedestrians
Time Range
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
07:00-08:00
08:00-09:00
09:00-10:00
10:00-11:00
11:00-12:00
12:00-13:00
13:00-14:00
14:00-15:00
15:00-16:00
16:00-17:00
17:00-18:00
18:00-19:00
19:00-20:00
20:00-21:00
21:00-22:00
22:00-23:00
23:00-24:00
Daily Trip Rates:
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
ARRIVALS
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
26.230
24.590
55.738
32.787
100.000
66.667
27.273
24.242
63.636
27.273
18.182
0.000
0.000
0.000
0.000
0.000
466.618
TRIPS
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
29.509
36.065
91.804
57.377
215.152
142.425
100.000
72.727
115.151
45.455
48.485
0.000
0.000
0.000
0.000
0.000
954.150
Arr.
Dep.
0
0
0
0
0
0
0
0
0
0
1
1
2
1
0
0
1
0
0
0
0
0
0
0
8
0
0
0
0
0
0
0
0
0
0
1
0
2
1
1
1
1
0
1
0
0
0
0
0
9
Trip Rate for: Public Transport Passengers
Time Range
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
07:00-08:00
08:00-09:00
09:00-10:00
10:00-11:00
11:00-12:00
12:00-13:00
13:00-14:00
14:00-15:00
15:00-16:00
16:00-17:00
17:00-18:00
18:00-19:00
19:00-20:00
20:00-21:00
21:00-22:00
22:00-23:00
23:00-24:00
Daily Trip Rates:
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
ARRIVALS
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
19.672
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
19.672
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
DEPARTURES
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
DEPARTURES
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
33.333
0.000
0.000
3.030
0.000
0.000
0.000
0.000
0.000
36.363
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
TOTALS
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
6.061
0.000
0.000
0.000
0.000
6.061
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
TOTALS
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
TRIPS
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
19.672
0.000
0.000
0.000
0.000
0.000
33.333
0.000
0.000
3.030
0.000
0.000
0.000
0.000
0.000
56.035
Arr.
Dep.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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
0
0
0
0
0
0
1
Trip Rate for: Cyclists
Time Range
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
07:00-08:00
08:00-09:00
09:00-10:00
10:00-11:00
11:00-12:00
12:00-13:00
13:00-14:00
14:00-15:00
15:00-16:00
16:00-17:00
17:00-18:00
18:00-19:00
19:00-20:00
20:00-21:00
21:00-22:00
22:00-23:00
23:00-24:00
Daily Trip Rates:
No.
Days
0
0
0
0
0
0
0
0
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0
0
ARRIVALS
Ave.
GFA
0
0
0
0
0
0
0
0
0.2
0.2
0.2
0.2
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0
0
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
6.061
0.000
0.000
0.000
0.000
0.000
0.000
6.061
TRIPS
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
6.061
0.000
6.061
0.000
0.000
0.000
0.000
12.122
Arr.
Dep.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
107 St Leonards Road - Community Centre
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 1
Licence No: 807401
Woking
Calculation Reference: AUDIT-807401-151123-1121
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use
Category
: 07 - LEISURE
: Q - COMMUNITY CENTRE
Selected regions and areas:
06
WEST MIDLANDS
ST
STAFFORDSHIRE
09
NORTH
DH
DURHAM
TV
TEES VALLEY
1 days
1 days
1 days
This section displays the number of survey days per TRICS® sub-region in the selected set
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:
Actual Range:
Range Selected by User:
Site area
0.13 to 0.28 (units: hect)
Public Transport Provision:
Selection by:
Date Range:
Include all surveys
01/01/07 to 09/05/14
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:
Wednesday
Friday
1 days
2 days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count
Directional ATC Count
3 days
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
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:
Residential Zone
Built-Up Zone
No Sub Category
1
1
1
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.
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Woking
Monday 23/11/15
Page 2
Licence No: 807401
Use Class:
D2
3 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:
15,001 to 20,000
25,001 to 50,000
1 days
2 days
Population within 5 miles:
100,001 to 125,000
125,001 to 250,000
250,001 to 500,000
1 days
1 days
1 days
Car ownership within 5 miles:
0.6 to 1.0
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:
No
3 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.
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 3
Licence No: 807401
Woking
LIST OF SITES relevant to selection parameters
1
2
3
DH-07-Q-01
JUTLAND ROAD
COM. CENTRE
DURHAM
HARTLEPOOL
No Sub Category
Total Site area:
0.13 hect
Survey date: FRIDAY
28/09/07
ST-07-Q-01
COMMUNITY CENTRE
DUDLEY ROAD
WOLVERHAMPTON
Edge of Town Centre
Built-Up Zone
Total Site area:
Survey date: FRIDAY
TV-07-Q-01
COM. CENTRE
FULBECK ROAD
MIDDLESBROUGH
Residential Zone
Total Site area:
0.20 hect
09/05/14
0.28 hect
26/09/07
Survey Type: MANUAL
STAFFORDSHIRE
Survey Type: MANUAL
TEES VALLEY
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.
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 4
Licence No: 807401
Woking
TRIP RATE for Land Use 07 - LEISURE/Q - COMMUNITY CENTRE
Calculation factor: 1 hect
Time Range
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
07:00 - 08:00
08:00 - 09:00
09:00 - 10:00
10:00 - 11:00
11:00 - 12:00
12:00 - 13:00
13:00 - 14:00
14:00 - 15:00
15:00 - 16:00
16:00 - 17:00
17:00 - 18:00
18:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates:
ARRIVALS
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
Trip
Rate
29.508
26.230
27.869
24.590
63.636
45.455
24.242
21.212
27.273
24.242
18.182
6.061
3.030
0.000
DEPARTURES
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
341.530
Trip
Rate
9.836
16.393
31.148
22.951
63.636
45.455
57.576
36.364
18.182
21.212
9.091
12.121
9.091
0.000
353.056
TOTALS
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
Trip
Rate
39.344
42.623
59.017
47.541
127.272
90.910
81.818
57.576
45.455
45.454
27.273
18.182
12.121
0.000
694.586
of the table.
Parameter summary
Number of Sundays:
01/01/07 - 09/05/14
3
0
0
0
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 5
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 6
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 7
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 8
Licence No: 807401
Woking
MULTI-MODAL CYCLISTS
Time Range
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
07:00 - 08:00
08:00 - 09:00
09:00 - 10:00
10:00 - 11:00
11:00 - 12:00
12:00 - 13:00
13:00 - 14:00
14:00 - 15:00
15:00 - 16:00
16:00 - 17:00
17:00 - 18:00
18:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates:
ARRIVALS
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
6.061
0.000
0.000
0.000
0.000
DEPARTURES
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
6.061
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
6.061
0.000
0.000
6.061
TOTALS
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
6.061
0.000
6.061
0.000
0.000
12.122
of the table.
Parameter summary
Number of Sundays:
01/01/07 - 09/05/14
3
0
0
0
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 9
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 10
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 11
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 12
Licence No: 807401
Woking
MULTI-MODAL PEDESTRIANS
Time Range
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
07:00 - 08:00
08:00 - 09:00
09:00 - 10:00
10:00 - 11:00
11:00 - 12:00
12:00 - 13:00
13:00 - 14:00
14:00 - 15:00
15:00 - 16:00
16:00 - 17:00
17:00 - 18:00
18:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates:
ARRIVALS
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
Trip
Rate
26.230
24.590
55.738
32.787
100.000
66.667
27.273
24.242
63.636
27.273
18.182
0.000
0.000
0.000
DEPARTURES
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
466.618
Trip
Rate
3.279
11.475
36.066
24.590
115.152
75.758
72.727
48.485
51.515
18.182
30.303
0.000
0.000
0.000
487.532
TOTALS
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
Trip
Rate
29.509
36.065
91.804
57.377
215.152
142.425
100.000
72.727
115.151
45.455
48.485
0.000
0.000
0.000
954.150
of the table.
Parameter summary
Number of Sundays:
01/01/07 - 09/05/14
3
0
0
0
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 13
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 14
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 15
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 16
Licence No: 807401
Woking
MULTI-MODAL PUBLIC TRANSPORT USERS
Time Range
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
07:00 - 08:00
08:00 - 09:00
09:00 - 10:00
10:00 - 11:00
11:00 - 12:00
12:00 - 13:00
13:00 - 14:00
14:00 - 15:00
15:00 - 16:00
16:00 - 17:00
17:00 - 18:00
18:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates:
ARRIVALS
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
Trip
Rate
0.000
19.672
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
DEPARTURES
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
19.672
Trip
Rate
0.000
0.000
0.000
0.000
0.000
0.000
0.000
33.333
0.000
0.000
3.030
0.000
0.000
0.000
36.363
TOTALS
Ave.
AREA
No.
Days
3
3
3
3
2
2
2
2
2
2
2
2
2
2
0.20
0.20
0.20
0.20
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
Trip
Rate
0.000
19.672
0.000
0.000
0.000
0.000
0.000
33.333
0.000
0.000
3.030
0.000
0.000
0.000
56.035
of the table.
Parameter summary
Number of Sundays:
01/01/07 - 09/05/14
3
0
0
0
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 17
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 18
Woking
Licence No: 807401
OFF-LINE VERSION
Mayer Brown Limited
147 Oriental Road
Monday 23/11/15
Page 19
Woking
Licence No: 807401

WINDSOR EX-SERVICES AND SOCIAL CLUB 107 ST LEONARDS

Transcription

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