Land at Lau urel Hill
TR RANSP PORT STATEMEN NT
Prepared by: b Entran Ltd
DA ATE: April 20 014
Entran is comm mitted to o reduccing unnecessa ary waste in the environment. For this t reason n our pape er reports are a printed::
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Land at Laurel Hill
TRANSPORT STATEMENT
Revision
Date
Notes
Author
Checked
Approved
Issue
April 2014
1ST Issue
DJA
DTW
RW
Entran Limited Unit 12 Greenway Farm Bath Road, Wick Bristol BS30 5RL T: 0117 937 4077
CONTENTS 1.0
INTRODUCTION
3
2.0
EXISTING DEVELOPMENT SITE AND HIGHWAY CONDITIONS
4
3.0
REDEVELOPMENT PROPOSALS
6
4.0
TRAFFIC GENERATION
8
5.0
SUMMARY AND CONCLUSIONS
11
FIGURES 2.1
Site Location Plan
2.2
Existing Site Access Arrangements
2.3
Local Highway network and Facilities
2.4
5 and 10 Minute Walk Radii
2.5
5 and 10 Minute Cycle Radii
3.1
Proposed Site Layout
3.2
Swept Path Analysis – Large Refuse (4-Axle)
APPENDICES A
Site layout – Architects Plan
B
TRICS Data
2
1.0
INTRODUCTION
1.1
Background
1.1.1
Entran Ltd has been commissioned to provide an assessment of the traffic and transportation issues associated with a proposed outline planning application for up to 110 dwellings on land at Laurel Hill west of Catbrain Hill, accessed off Catbrain Hill, Bristol.
1.1.2
Access from Catbrain Hill will be facilitated by the demolition of numbers 4 and 5 Catbrain Hill.
1.1.3
Pre-application discussion has been ongoing between the applicant and South Gloucestershire Council’s Highway Officers.
1.1.4
Throughout this process this TS has sought to reference both National and Local Policy and Plan Documents including:
Travel plans, transport assessments and statements in decision making (2014);
NPPF paragraphs 17, 23, 29, 32, 36, 39 and 40;
DfT- GTA (2007); and
SGC Local plan and relevant SPD’s.
1.1.5
Furthermore, to inform this statement a site visit has been undertaken and a public consultation event attended.
1.2
Structure of Report
1.2.1
This report provides details of the traffic and transportation issues associated with the development proposals and addresses the following:
Chapter 2 - Existing development site and highway conditions;
Chapter 3 - Redevelopment proposals;
Chapter 4 – Trip Generation; and
Chapter 5 - Summary and conclusions.
3
2.0
EXISTING DEVELOPMENT SITE AND HIGHWAY CONDITIONS
2.1
Existing Site Use
2.1.1
The development site is located west of Catbrain Hill on land known as Laurel Hill. The site is approximately 2.56 hectares in area and is irregular in shape.
2.1.2
The site is currently classed as open land.
2.1.3
A residential scheme of 51 dwellings has recently been completed by Persimmon Homes at the northern end of Catbrain Hill (PT10/3060/F) with a further 5,700 homes planned as part of the Cribbs Patchway New Neighbourhood. There are also live applications for 2,100 dwellings within the vicinity of the site (PT12/1930/O and PT14/0565/O).
2.2
Existing Local Highway Network
2.2.1
Catbrain Hill is a 5m-6.5m wide cul-de-sac with a shared use carriageway. The road is unclassified, subject to a 30mph speed limit, unlit and connects to Lysander Road via Catbrain Lane to the north.
2.2.2
The junction of Catbrain Lane with Lysander Road is traffic signal controlled with a dedicated right turn facility into Catbrain Lane. Lysander Road is a dual carriageway with two lanes in each direction.
2.2.3
Access to the strategic road network is gained via the A4018.
2.2.4
The site’s contextual location is illustrated in Figure 2.1 and the existing site layout and access arrangements are illustrated in Figure 2.2
2.3
Access to Local Facilities
2.3.1
Manual for Streets describes “walkable neighbourhoods” as those which are “typically characterised by having a range of facilities within 10 minutes (around 800m) walking distance”. However, this should not be considered as an upper limit as guidance, contained within the CIHT “Providing for Journeys on Foot” publication, indicates acceptable distances up to 1.2km, depending on the journey purpose.
2.3.2
The Design Manual for Roads and Bridges (DMRB) TD 91/05 “Provision for Non-Motorised Users” states in paragraph 2.3 that “walking is used to access a wide variety of destinations including educational facilities, shops, and places of work, normally within a range of up to 2 miles. Walking and rambling can also be undertaken as a leisure activity, often over longer distances”.
2.3.3
The TD also states in paragraph 2.11 that “cycling is used for accessing a variety of different destinations, including educational facilities, shops and places of work, up to a range of around 5 miles. Cycling is also undertaken as a leisure activity, often over much longer distances. As well as being a mode of transport in its own right, cycling frequently forms part of a journey in combination with cars and public transport”.
2.3.4
Local Transport Note (LTN) 2/08 Cycle Infrastructure Design details in paragraph 1.5 “Typical cycle trip distances”. In common with other modes, many utility cycle journeys are less than three miles, although, for commuter journeys, a trip distance of over five miles is not uncommon. Novice and occasional leisure cyclists will cycle longer distances where the cycle ride is the primary purpose of their journey. A round trip on a way-marked leisure route could easily involve distances of 20 to 30 miles. Experienced cyclists will often be prepared to cycle longer distances for whatever journey purpose”.
2.3.5
The topography of the area in the vicinity of the site is considered to be conducive to walking and cycling. There are currently no footways on Catbrain Hill, but once onto Lysander Road there is a comprehensive network of footways and cycleways.
2.3.6
Cribbs Causeway and all its facilities including numerous leisure, commercial and employment opportunities is within a 1500m walk, with Macro within an 800m walk. There is also a public house and restaurant within 400m.
4
2.3.7
A segregated footway/cycleway commences at the junction of Catbrain Lane with Lysander Road and links into the local cycle network. Local and long distance cycle routes are available for those wishing to commute by bike. More details are available at: http://www.betterbybike.info/maps
2.3.8
On review it is considered that there are no particular deficiencies in the local highway network that would act as a deterrent to walking or cycling as a preferred mode of travel.
2.4
Access to Education
2.4.1
There are a number of schools covering all age ranges within 2.5-3.0km of the site including Henbury, Woodstock and Brentry all of which can readily be accessed by bike.
2.5
Public Transport Services
2.5.1
The nearest bus stops to the site are located on the A4018 approximately 400-600m walk from the site. There are no obstacles to prevent access to these stops.
2.5.2
The following routes can be accessed from these stops; 1, 4A, X14, 40 and 54. These services provide excellent access to a wide range of employment, leisure, education, health and retail facilities including Bristol City Centre, Bristol Temple Meads, Henbrury and numerous intervening locations.
2.5.3
Further details on bus maps and routing can be found at: http://www.southglos.gov.uk/Documents/Bus%20timetables/4%20Travel%20Guide%20Cribbs%20C auseway.pdf
2.5.4
Bristol Temple Meads Rail Station can be accessed via bus services 1 and 54/54A.
2.5.5
Temple Meads Rail Station is managed by First Great Western and provides access to local, regional and inter-city services with regular and frequent departures to major destinations including London, Birmingham, Manchester etc throughout the day.
2.6
Summary of Access to Facilities
2.6.1
As described above, the site benefits from excellent pedestrian and cycling access to local facilities as illustrated in Figures 2.3, 2.4, and 2.5.
5
3.0
REDEVELOPMENT PROPOSALS
3.1
Proposals
3.1.1
The development proposals comprise a development of up to 110 residential units.
3.1.2
Whilst reading this section of the report is must be borne in mind that the application is outline only with all maters except access reserved. In this regard therefore exact parking numbers and locations cannot be fully determined, nor can traffic calming features or indeed the final internal layout. Nevertheless, this section presents an indicative layout and proposes design principles.
3.1.3
The proposals also include for;
Vehicular access from Catbrian Hill, through the demolition of 4 and 5 Catbrain Hill;
Provision of a reserved and upgraded footway / cycleway corridor through the site coupled with a minor diversion of the existing ProW to ensure that land north of the application site retains a formal link with land to the south of the application site;
MfS visibility splays provided reflective to the character of the road, vehicle speeds and driving line; and
Policy compliant car / cycle parking provision.
3.1.4
The proposed site layout and proposed site access arrangements are illustrated in the Architects Layouts is attached as Appendix A.
3.2
Proposed Means of Vehicular Access
3.2.1
Vehicular access to the development will be from Catbrain Hill and is designed to facilitate access by a large refuse vehicle, whilst keeping dead carriageway space to a minimum. Furthermore, the site access proposals include for widening Catbrain Hill to approximately 6.8m in width as shown in Figure 3.1 with swept path analysis shown in Figure 3.2.
3.3
Internal Access Road Layout
3.3.1
The current thought process is that the following internal layout constraints will be developed during the reserved matters applications;
3.3.2
Internal estate road from priority junction with Catbrain Hill will remain private but still built to an adoptable standard; Access road width 6.0m with 2.0m wide footpath on the northern side for the first 20m and 5.0m shared surface thereafter throughout the site; Internal road layout designed to assist the movement of pedestrians around the site and control internal traffic speeds to 20mph and below Permeable layout avoiding, where possible, cul-de-sacs; No new footpath along Catbrain Hill therefore keeping it as a shared surface road with rural character and promoting a pedestrian access through the site to the north; and Minimum visibility splays to be achieved, with justification where required.
The above criteria as well as the site access proposals are incorporated in to the indicative site layout, which is attached as Appendix B.
6
3.4
CPNN S106 Contributions
3.4.1
The emerging CPNN SPD at Section 5, identifies a whole range of transportation measures that are required to support the development of a new Cribbs/Patchway neighbourhood. These measures are predominantly focused in the south of the development area and on review are considered;
to provide no benefit to the application site;
not enhance linkages or facilities to serve the development site; and
to be irrelevant to the application site based upon its limited size and negligible impact in terms of increase in vehicular traffic
3.4.2
Furthermore the development proposals do not prejudice the delivery of measures pf existing and proposed cycle links and actually cater for them within the internal design proposals.
3.4.3
In this regard therefore, the application site is not in any way reliant on the delivery of the proposed measures.
3.4.4
However, local to the site junction improvements are planned for both J17 and the A4108/Lysander Road junctions. Whilst these improvements could be considered to be relevant, the impact of the development on these junctions in the peak hours will be less than one vehicle per minute and will therefore be imperceptible in the overall operation of either of these junctions and easily below daily variation.
3.4.5
In this regard therefore, the proposed CPNN S106 tarrif of £5,800 per unit cannot be considered applicable for what is a much smaller non-strategic site. The site in terms of size and number of dwellings should be considered on a similar basis to the application approved at Catbrain Hill (App No. PT10/3060/F.) It is worth noting that this application made contributions to the Lysander Road/Catbrain Hill junction and this should be considered before requesting any transport contribution.
7
4.0
TRAFFIC GENERATION
4.1
Introduction
4.1.1
As requested by SGC, the following chapter has been prepared to identify the extant and future traffic generation profiles of the development site. However, it has been agreed in advance that detailed analysis of the local highway network will not be required.
4.2
Existing Use – Trip Generation
4.2.1
As described in Chapter 2 of this TS, the existing site can be described as agricultural farm land.
4.2.2
The DfT Guidance on Transport Assessment (March 2007) advises at paragraph 4.7 that baseline traffic data should be derived as follows: “Baseline transport data
The quantification of person trips generated from the existing site and their modal distribution, or, where the site is vacant or partially vacant, the person trips which might realistically be generated by any extant planning permission or permitted uses;”
4.2.3
The development site described currently has no vehicular trips associated with it, therefore, all trips generated are classed as new trips.
4.3
Proposed Use – Trip Generation
4.3.1
The redevelopment proposals consist of constructing up to 110 private residential dwellings.
4.3.2
In order to assess the potential trip generation characteristics of the proposed development site, the TRICS 2013(a) database has been interrogated using both the ‘Houses Privately Owned’ and ‘Houses for Rent’ categories and is calculated per unit of development.
4.3.3
TRICS data attached as Appendix B.
4.3.4
The result of the TRICS review is illustrated in Table 4.1 below:
Residential - Houses Privately Owned Time
Daily
08000900
Mode
Vehicles Total People Public Transport Pedestrians Cyclists Car Occupants TOTAL
Vehicles Total People Public
Units
72
2-way
2way
Person
%age
Mode
%age
trip rate
trips
trips
of trips
trips
of trips
5.49 9.075
395 653
395
75.6%
0.161 1.392 0.217 7.303
12 100 16 526 653
12 100 16
2.2% 19.2% 3.0%
523
100.0%
42
66.9%
2
3.8%
0.581 1.093 0.033
42 79 2
12 100 16 526 653
2
1.8% 15.3% 2.4% 80.5% 100.0%
3.0%
8
Transport Pedestrians Cyclists Car Occupants TOTAL 17001800
Vehicles Total People Public Transport Pedestrians Cyclists Car Occupants TOTAL
0.222 0.032 0.806
16 2 58 79
0.679 1.085
49 78
0.021 0.124 0.035 0.905
2 9 3 65 78
Residential - Houses for Rent Time
Daily
08000900
17001800
Mode
Vehicles Total People Public Transport Pedestrians Cyclists Car Occupants TOTAL
Vehicles Total People Public Transport Pedestrians Cyclists Car Occupants TOTAL
Vehicles Total People Public Transport Pedestrians Cyclists Car Occupants TOTAL
16 2 58 79
2 9 3 65 78 Units
20.3% 2.9% 73.7% 100.0%
1.9% 11.4% 3.2% 83.4% 100.0%
16 2
25.6% 3.7%
62
100.0%
49
79.0%
2 9 3
2.4% 14.4% 4.1%
62
100.0%
38
2-way
2way
Person
%age
Mode
%age
trip rate
trips
trips
of trips
trips
of trips
3.151 7.376
120 280
120
52.9%
0.241 2.306 0.261 4.566
9 88 10 174 280
9 88 10
4.0% 38.7% 4.4%
226
100.0%
11
43.0%
1 13 1
2.8% 52.0% 2.2%
26
100.0%
15
40.7%
1 19 1
2.3% 53.2% 3.7%
36
100.0%
0.294 0.494
11 19
0.019 0.355 0.015 0.489
1 13 1 19 33
0.382 0.892
15 34
0.022 0.5 0.035 0.568
1 19 1 22 43
9 88 10 174 280
1 13 1 19 33
1 19 1 22 43
3.3% 31.3% 3.5% 61.9% 100.0%
2.2% 40.4% 1.7% 55.7% 100.0%
2.0% 44.4% 3.1% 50.5% 100.0%
9
Total Time
Mode
2-way trips
Mode trips
%age of trips
Daily
Vehicles Total People Public Transport Pedestrians Cyclists Car Occupants TOTAL
515 934
515
69%
21 188 26
21 188 26
3% 25% 3%
699 933
699 749
100%
53 97
53
60%
3 29 3
3 29 3
4% 33% 3%
77 112
77 88
100%
63 112
63
65%
2 28 4
2 28 4
2% 29% 4%
87 121
87 98
100%
08000900
17001800
Vehicles Total People Public Transport Pedestrians Cyclists Car Occupants TOTAL
Vehicles Total People Public Transport Pedestrians Cyclists Car Occupants TOTAL
Table 4.1 – Proposed Residential Scheme TRICS Analysis 4.3.5
Table 4.1 above illustrates that a 110 private unit residential development on this site would, when compared to the extant use, increase the number of daily trips entering and exiting this site by 515 vehicle trips. This equates to an increase in trips during the AM peak hour of 53 trips and an increase of 63 trips during the PM peak hour. In both instances therefore 1 additional trip a minute
4.3.6
As a result of this analysis and for the reasons set out in this section, further analysis of the operational capacity of the local highway network is considered unnecessary. Furthermore, it has been agreed with SGC and that the proposed development will not be detrimental to highway capacity or safety.
10
5.0
SUMMARY AND CONCLUSIONS
5.1
Summary
5.1.1
This report presents a Transport Statement (TS) that has been undertaken in support of a planning application associated with the proposed development of up to 110 residential units.
5.1.2
Whilst reading this section of the report it must be borne in mind that the application is outline only with all maters except access reserved. In this regard therefore exact parking numbers and locations cannot be fully determined, nor can traffic calming features or indeed the final internal layout. Nevertheless, this section presents an indicative layout and proposes design principles.
5.1.3
The proposals also include for;
Vehicular access from Catbrian Hill;
Provision of a reserved and upgraded footway / cycleway corridor through the site coupled with a minor diversion of the existing ProW to ensure that land north of the application site retains a formal link with land to the south of the application site;
a refuse strategy consistent with guidance contained in MfS; and
Policy compliant car / cycle parking provision.
5.1.4
The site benefits from excellent access to all facilities without any obstacles. It is concluded therefore, that the site is in an extremely sustainable location.
5.1.5
It has been agreed with SGC, that there no requirements for an assessment of the cumulative impacts of the various CPNN applications.
5.1.6
Whilst the majority of landowners within the CPNN have agreed a tariff of £5,800 per dwelling for strategic highways infrastructure, clearly such a level of contribution would be inappropriate for a development of this scale and nature. As proven via this report, there are already excellent opportunities to travel by other means than the private car and the number of vehicular trips generated by the site in the peak periods is less than 1 a minute. Furthermore, this level of impact, as agreed with SGC, will not be detrimental to highway capacity or safety.
5.2
Conclusion
5.2.1
Based on the evidence set out in this TS, there is no reason why the proposed development should be refused on grounds of highway capacity, safety or impact on the transport network. Furthermore, a S106 contribution per dwelling commensurate with that proposed for the CPNN would be entirely inappropriate.
11
APPENDIX A Site layout – Architects Plan
13
APPENDIX B
TRICS Data
14
TRICS 2013(b)v6.12.1 090713 B15.54 OFF-LINE VERSION
Entran Ltd
(C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium
Greenway farm, Bath Road
Wick, Bristol
Tuesday 04/03/14 Page 1 Licence No: 337901
TRIP RATE CALCULATION SELECTION PARAMETERS: Land Use Category
: 03 - RESIDENTIAL : A - HOUSES PRIVATELY OWNED
MULTI-MODAL VEHICLES Selected regions and areas: 03 SOUTH WEST CW CORNWALL WL WILTSHIRE 04 EAST ANGLIA NF NORFOLK SF SUFFOLK 05 EAST MIDLANDS LN LINCOLNSHIRE NT NOTTINGHAMSHIRE 06 WEST MIDLANDS SH SHROPSHIRE WM WEST MIDLANDS WO WORCESTERSHIRE
1 days 1 days 1 days 2 days 2 days 1 days 1 days 2 days 1 days
This section displays the number of survey days per TRICS速 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 73 to 186 (units: ) 50 to 200 (units: )
Public Transport Provision: Selection by: Date Range:
Include all surveys
01/01/05 to 22/10/12
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
5 2 2 1 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
12 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: Suburban Area (PPS6 Out of Centre) Edge of Town
7 5
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 Out of Town No Sub Category
10 1 1
TRICS 2013(b)v6.12.1 090713 B15.54 OFF-LINE VERSION
Entran Ltd
(C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium
Greenway farm, Bath Road
Wick, Bristol
Tuesday 04/03/14 Page 2 Licence No: 337901
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: C3
12 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速. Population within 1 mile: 5,001 to 10,000 15,001 to 20,000 20,001 to 25,000 25,001 to 50,000
3 5 2 2
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 75,001 to 100,000 100,001 to 125,000 125,001 to 250,000 250,001 to 500,000
1 1 2 3 3 2
days days days days days days
This data displays the number of selected surveys within stated 5-mile radii of population. Car ownership within 5 miles: 0.5 or Less 0.6 to 1.0 1.1 to 1.5
1 days 3 days 8 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
12 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 2013(b)v6.12.1 090713 B15.54 OFF-LINE VERSION
Entran Ltd
(C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium
Greenway farm, Bath Road
Wick, Bristol
LIST OF SITES relevant to selection parameters 1
2
3
4
5
6
7
CW-03-A-02 SEMI D./DETATCHED BOSVEAN GARDENS TRURO Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: Survey date: TUESDAY LN-03-A-01 MIXED HOUSES BRANT ROAD BRACEBRIDGE LINCOLN Edge of Town Residential Zone Total Number of dwellings: Survey date: TUESDAY LN-03-A-02 MIXED HOUSES HYKEHAM ROAD LINCOLN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: Survey date: MONDAY NF-03-A-02 HOUSES & FLATS DEREHAM ROAD NORWICH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: Survey date: MONDAY NT-03-A-03 SEMI DETACHED B6018 SUTTON ROAD KIRKBY-IN-ASHFIELD Edge of Town Residential Zone Total Number of dwellings: Survey date: WEDNESDAY SF-03-A-01 SEMI DETACHED A1156 FELIXSTOWE ROAD RACECOURSE IPSWICH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: Survey date: WEDNESDAY SF-03-A-03 MIXED HOUSES BARTON HILL FORNHAM ST MARTIN BURY ST EDMUNDS Edge of Town Out of Town Total Number of dwellings: Survey date: MONDAY
CORNWALL
73 18/09/07
150 15/05/07
186 14/05/07
98 22/10/12
166 28/06/06
77 23/05/07
101 15/05/06
Survey Type: MANUAL LINCOLNSHIRE
Survey Type: MANUAL LINCOLNSHIRE
Survey Type: MANUAL NORFOLK
Survey Type: MANUAL NOTTINGHAMSHIRE
Survey Type: MANUAL SUFFOLK
Survey Type: MANUAL SUFFOLK
Survey Type: MANUAL
Tuesday 04/03/14 Page 3 Licence No: 337901
TRICS 2013(b)v6.12.1 090713 B15.54 OFF-LINE VERSION
Entran Ltd
(C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium
Greenway farm, Bath Road
Wick, Bristol
Tuesday 04/03/14 Page 4 Licence No: 337901
LIST OF SITES relevant to selection parameters (Cont.) 8
9
10
11
12
SH-03-A-04 TERRACED ST MICHAEL'S STREET
SHROPSHIRE
SHREWSBURY Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 108 Survey date: THURSDAY 11/06/09 WL-03-A-01 SEMI D./TERRACED W. BASSETT MAPLE DRIVE WOOTTON BASSETT Edge of Town Residential Zone Total Number of dwellings: Survey date: MONDAY WM-03-A-01 TERRACED FOLESHILL ROAD FOLESHILL COVENTRY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: Survey date: FRIDAY WM-03-A-03 MIXED HOUSING BASELEY WAY ROWLEYS GREEN COVENTRY Edge of Town Residential Zone Total Number of dwellings: Survey date: MONDAY WO-03-A-03 DETACHED BLAKEBROOK BLAKEBROOK KIDDERMINSTER Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: Survey date: FRIDAY
99 02/10/06
79 03/02/06
84 24/09/07
138 05/05/06
Survey Type: MANUAL WILTSHIRE
Survey Type: MANUAL WEST MIDLANDS
Survey Type: MANUAL WEST MIDLANDS
Survey Type: MANUAL WORCESTERSHIRE
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 2013(b)v6.12.1 090713 B15.54 OFF-LINE VERSION
Entran Ltd
(C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium
Greenway farm, Bath Road
Wick, Bristol
Tuesday 04/03/14 Page 5 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL VEHICLES 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
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.078 0.164 0.174 0.145 0.199 0.219 0.184 0.194 0.286 0.334 0.420 0.277
DEPARTURES Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
2.674
Trip Rate
0.320 0.417 0.255 0.182 0.176 0.185 0.171 0.196 0.221 0.194 0.259 0.240
2.816
TOTALS Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.398 0.581 0.429 0.327 0.375 0.404 0.355 0.390 0.507 0.528 0.679 0.517
5.490
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:
73 - 186 (units: ) 01/01/05 - 22/10/12 12 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 090713 B15.54 OFF-LINE VERSION
Entran Ltd
(C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium
Greenway farm, Bath Road
Wick, Bristol
Tuesday 04/03/14 Page 6 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL CYCLISTS 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
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.010 0.006 0.005 0.001 0.006 0.004 0.006 0.003 0.018 0.015 0.021 0.010
DEPARTURES Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
0.105
Trip Rate
0.014 0.026 0.006 0.005 0.001 0.004 0.004 0.007 0.009 0.015 0.014 0.007
0.112
TOTALS Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.024 0.032 0.011 0.006 0.007 0.008 0.010 0.010 0.027 0.030 0.035 0.017
0.217
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:
73 - 186 (units: ) 01/01/05 - 22/10/12 12 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 090713 B15.54 OFF-LINE VERSION
Entran Ltd
(C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium
Greenway farm, Bath Road
Wick, Bristol
Tuesday 04/03/14 Page 7 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL VEHICLE OCCUPANTS 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
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.093 0.210 0.207 0.188 0.252 0.281 0.239 0.244 0.450 0.464 0.567 0.370
DEPARTURES Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
3.565
Trip Rate
0.391 0.596 0.323 0.238 0.225 0.243 0.220 0.257 0.296 0.262 0.338 0.349
3.738
TOTALS Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.484 0.806 0.530 0.426 0.477 0.524 0.459 0.501 0.746 0.726 0.905 0.719
7.303
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:
73 - 186 (units: ) 01/01/05 - 22/10/12 12 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 090713 B15.54 OFF-LINE VERSION
Entran Ltd
(C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium
Greenway farm, Bath Road
Wick, Bristol
Tuesday 04/03/14 Page 8 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL PEDESTRIANS 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
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.027 0.031 0.032 0.032 0.038 0.035 0.038 0.050 0.169 0.081 0.079 0.051
DEPARTURES Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
0.663
Trip Rate
0.059 0.191 0.043 0.038 0.041 0.026 0.045 0.054 0.082 0.053 0.045 0.052
0.729
TOTALS Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.086 0.222 0.075 0.070 0.079 0.061 0.083 0.104 0.251 0.134 0.124 0.103
1.392
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:
73 - 186 (units: ) 01/01/05 - 22/10/12 12 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 090713 B15.54 OFF-LINE VERSION
Entran Ltd
(C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium
Greenway farm, Bath Road
Wick, Bristol
Tuesday 04/03/14 Page 9 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL PUBLIC TRANSPORT USERS 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
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.001 0.011 0.004 0.004 0.006 0.003 0.002 0.002 0.015 0.007 0.020 0.008
DEPARTURES Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
0.083
Trip Rate
0.010 0.022 0.005 0.004 0.002 0.007 0.003 0.003 0.015 0.003 0.001 0.003
0.078
TOTALS Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.011 0.033 0.009 0.008 0.008 0.010 0.005 0.005 0.030 0.010 0.021 0.011
0.161
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:
73 - 186 (units: ) 01/01/05 - 22/10/12 12 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 090713 B15.54 OFF-LINE VERSION
Entran Ltd
(C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium
Greenway farm, Bath Road
Wick, Bristol
Tuesday 04/03/14 Page 10 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL TOTAL PEOPLE 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
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.132 0.258 0.249 0.226 0.301 0.323 0.285 0.299 0.652 0.566 0.687 0.439
DEPARTURES Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
4.417
Trip Rate
0.474 0.835 0.377 0.286 0.270 0.279 0.272 0.321 0.402 0.333 0.398 0.411
4.658
TOTALS Ave. DWELLS
No. Days
12 12 12 12 12 12 12 12 12 12 12 12
113 113 113 113 113 113 113 113 113 113 113 113
Trip Rate
0.606 1.093 0.626 0.512 0.571 0.602 0.557 0.620 1.054 0.899 1.085 0.850
9.075
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:
73 - 186 (units: ) 01/01/05 - 22/10/12 12 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 240613 B15.52 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium MM Houses for Rent OFF-LINE VERSION Entran Ltd Bath Road Bristol
Monday 14/10/13 Page 1 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/B - HOUSES FOR RENT
MULTI-MODAL VEHICLES 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
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.045 0.103 0.112 0.095 0.136 0.115 0.162 0.107 0.174 0.158 0.222 0.141
DEPARTURES Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
1.570
Trip Rate
0.143 0.191 0.107 0.112 0.124 0.117 0.110 0.150 0.119 0.141 0.160 0.107
1.581
TOTALS Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.188 0.294 0.219 0.207 0.260 0.232 0.272 0.257 0.293 0.299 0.382 0.248
3.151
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:
29 - 280 (units: ) 01/01/05 - 04/07/11 5 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 240613 B15.52 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium MM Houses for Rent OFF-LINE VERSION Entran Ltd Bath Road Bristol
Monday 14/10/13 Page 2 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/B - HOUSES FOR RENT
MULTI-MODAL CYCLISTS 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
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.010 0.005 0.002 0.007 0.007 0.014 0.014 0.000 0.021 0.021 0.014 0.021
DEPARTURES Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
0.136
Trip Rate
0.007 0.010 0.014 0.002 0.007 0.005 0.007 0.002 0.007 0.019 0.021 0.024
0.125
TOTALS Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.017 0.015 0.016 0.009 0.014 0.019 0.021 0.002 0.028 0.040 0.035 0.045
0.261
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:
29 - 280 (units: ) 01/01/05 - 04/07/11 5 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 240613 B15.52 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium MM Houses for Rent OFF-LINE VERSION Entran Ltd Bath Road Bristol
Monday 14/10/13 Page 3 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/B - HOUSES FOR RENT
MULTI-MODAL VEHICLE OCCUPANTS 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
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.045 0.136 0.119 0.129 0.172 0.153 0.222 0.141 0.313 0.267 0.313 0.222
DEPARTURES Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
2.232
Trip Rate
0.193 0.353 0.150 0.146 0.165 0.158 0.136 0.196 0.179 0.241 0.255 0.162
2.334
TOTALS Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.238 0.489 0.269 0.275 0.337 0.311 0.358 0.337 0.492 0.508 0.568 0.384
4.566
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:
29 - 280 (units: ) 01/01/05 - 04/07/11 5 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 240613 B15.52 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium MM Houses for Rent OFF-LINE VERSION Entran Ltd Bath Road Bristol
Monday 14/10/13 Page 4 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/B - HOUSES FOR RENT
MULTI-MODAL PEDESTRIANS 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
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.021 0.053 0.107 0.076 0.057 0.084 0.057 0.067 0.217 0.129 0.153 0.107
DEPARTURES Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
1.128
Trip Rate
0.045 0.282 0.072 0.095 0.067 0.072 0.060 0.079 0.117 0.076 0.115 0.098
1.178
TOTALS Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.066 0.335 0.179 0.171 0.124 0.156 0.117 0.146 0.334 0.205 0.268 0.205
2.306
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:
29 - 280 (units: ) 01/01/05 - 04/07/11 5 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 240613 B15.52 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium MM Houses for Rent OFF-LINE VERSION Entran Ltd Bath Road Bristol
Monday 14/10/13 Page 5 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/B - HOUSES FOR RENT
MULTI-MODAL PUBLIC TRANSPORT USERS 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
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.000 0.002 0.005 0.007 0.007 0.010 0.024 0.007 0.026 0.019 0.010 0.005
DEPARTURES Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
0.122
Trip Rate
0.002 0.017 0.024 0.012 0.012 0.002 0.014 0.005 0.002 0.010 0.012 0.007
0.119
TOTALS Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.002 0.019 0.029 0.019 0.019 0.012 0.038 0.012 0.028 0.029 0.022 0.012
0.241
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:
29 - 280 (units: ) 01/01/05 - 04/07/11 5 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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 2013(b)v6.12.1 240613 B15.52 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium MM Houses for Rent OFF-LINE VERSION Entran Ltd Bath Road Bristol
Monday 14/10/13 Page 6 Licence No: 337901
TRIP RATE for Land Use 03 - RESIDENTIAL/B - HOUSES FOR RENT
MULTI-MODAL TOTAL PEOPLE 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
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.076 0.196 0.234 0.220 0.243 0.260 0.317 0.215 0.578 0.437 0.489 0.356
DEPARTURES Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
3.621
Trip Rate
0.248 0.661 0.260 0.255 0.251 0.236 0.217 0.282 0.305 0.346 0.403 0.291
3.755
TOTALS Ave. DWELLS
No. Days
5 5 5 5 5 5 5 5 5 5 5 5
84 84 84 84 84 84 84 84 84 84 84 84
Trip Rate
0.324 0.857 0.494 0.475 0.494 0.496 0.534 0.497 0.883 0.783 0.892 0.647
7.376
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:
29 - 280 (units: ) 01/01/05 - 04/07/11 5 0 0 0
This section displays a quick summary of some of the data filtering selections made by the TRICS速 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.