609 - Lingfield - School

Southdown PSV The information on this timetable is expected to be valid until at least 8th May 2019. Where we know of variations, before or after this date, then we show these at the top of each affected column in the table.

Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Service Restrictions 1 Notes SDO East Grinstead, War Memorial (Stop H) 0742 East Grinstead, o/s Estcots School 0745 East Grinstead, adj Queen Victoria Hospital 0750 Dormansland, adj Church 0755 Lingfield, Lingfield Railway Station (Stop A) 0800 Blindley Heath, opp Ray Lane 0808 South , adj Godstone Railway Station 0813 South Godstone, adj Woodlands Drive 0814 Oxted, adj 0830 Saturdays no service Sundays no service Good Friday (Friday 19th April) no service Easter Monday (Monday 22nd April) no service

Service Restrictions: 1 - only 23.4.19 to 24.5., 3.6. to 24.7. Notes: SDO - Schooldays only

Kent Publicity Database08/04/2019 0857 609 Oxted School - Lingfield - East Grinstead

Southdown PSV The information on this timetable is expected to be valid until at least 8th May 2019. Where we know of variations, before or after this date, then we show these at the top of each affected column in the table.

Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Service Restrictions 1 Notes SDO Oxted, adj Oxted School 1530 Oxted, adj Oxted Railway Station 1534 South Godstone, opp Woodlands Drive 1548 South Godstone, opp Godstone Railway Station 1549 Blindley Heath, adj Ray Lane 1553 Lingfield, Lingfield Railway Station (Stop B) 1600 Dormansland, opp Church 1605 East Grinstead, opp Queen Victoria Hospital 1610 East Grinstead, War Memorial (Stop J) 1615 Saturdays no service Sundays no service Good Friday (Friday 19th April) no service Easter Monday (Monday 22nd April) no service

Service Restrictions: 1 - only 23.4.19 to 24.5., 3.6. to 24.7. Notes: SDO - Schooldays only

Kent Publicity Database08/04/2019 0857 609 East Grinstead - Lingfield - Oxted School

Southdown PSV

For times of the next departures from a particular stop you can use traveline-txt - by sending the SMS code to 84268. Add the service number after the code if you just want a specific service - eg: buctdgtd 60. The return message from traveline-txt will show the next three departures, and it currently costs 25p plus any message sending charge. Departure times will be real-time predictions where available, or scheduled departure times if not.

You can also get the same information by using the SMS code at www.nextbuses.mobi (only normal browsing charges apply) or through several iPhone or Android apps that offer access to NextBuses.

NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists. SMS Code Stop Name Street ATCO Code wsxapgjw East Grinstead, War Memorial (Stop H) High Street 4400EG0272 wsxapgjt East Grinstead, Sackville College (Stop K) High Street 4400EG0271 wsxapawm East Grinstead, o/s Estcots School Bourg-De-Peage Avenue 4400EG0197 wsxapawt East Grinstead, adj Court Crescent Estcots Drive 4400EG0199 wsxapdad East Grinstead, opp East Court Holtye Road 4400EG0200 wsxapdgj East Grinstead, adj Queen Victoria Hospital Holtye Road 4400EG0209 wsxapdga East Grinstead, opp Turner Court Holtye Road 4400EG0207 wsxapdap East Grinstead, adj The Larches Holtye Road 4400EG0204 surdptdp Dormans Park, opp Wilderwick Farm Wilderwick Road 40004410280A surdmjgp Dormans Park, adj The Approach Wilderwick Road 40004410039B surdmjgw Dormansland, adj Dormans Station Turning Wilderwick Road 40004410040B surdmjmg Dormansland, adj Church High Street 40004410041B surdmjmp Dormansland, opp Memorial Hall Dormans High Street 40004410042B surdmjpa Dormansland, adj Swallowfield Dormans Road 40004410042C surdmjtd Lingfield, opp St Pier’s Lane Racecourse Road 40004410046B surdmjtm Lingfield, o/s Lingfield Racecourse Racecourse Road 40004410047B surdmjtw Lingfield, opp Station Road Racecourse Road 40004410048B surdmjwd Lingfield, Lingfield Railway Station (Stop A) Station Road 40004410049A surdptja Lingfield, adj Pauls Mead Station Road 40004410289B surdmpdg Lingfield, Haxted Road (W-bound) Lingfield Common Road 40004410054B surdmpdp Lingfield Common, opp Meadowside Lingfield Common Road 40004410055D surdmpdw Blindley Heath, opp Lane Ray Lane 40004410056A surdpjtm Blindley Heath, opp Albion House Ray Lane 40004410209A surdmpgd Blindley Heath, opp Ray Lane Eastbourne Road 40004410057A surdpjtw Blindley Heath, opp Cottenhams Eastbourne Road 40004410210A surdpjwd Blindley Heath, o/s St John’s Church Eastbourne Road 40004410211A surdmpgm Blindley Heath, adj Featherstone A22 Eastbourne Road 40004410058A surdpjwj Blindley Heath, adj Byers Lane A22 Eastbourne Road 40004410212A surdmpgt Blindley Heath, Anglefield Corner (N-bound) A22 Eastbourne Road 40004410059A surdpmdj South Godstone, opp The Mount A22 Eastbourne Road 40004410222A surdmpja South Godstone, o/s RSPCA Centre A22 Eastbourne Road 40004410060A surdmpjg South Godstone, adj Godstone Railway Station Station Road 40004410061A surdmpjw South Godstone, adj Woodlands Drive Eastbourne Road 40004410062A surdmpmj South Godstone, adj Hart’s Lane Eastbourne Road 40004410063A surgtajm Tandridge, opp Knights Garden Centre Oxted Road 40004410166A surdpgaw Tandridge, adj Tandridge Hill Lane Oxted Road 40004410167A surgjdga Tandridge, opp Tandridge Lane Oxted Road 40004410175C surdpgmj Old Oxted, opp Golf Club Godstone Road 40004410176A surdpgpa Oxted, adj Wheeler Avenue Church Lane 40004410178A surdpgpg Oxted, Church Lane (NE-bound) Church Lane 40004410179A surdpgpt Oxted, Bluehouse Lane (E-bound) Bluehouse Lane 40004410181A surdpgtg Oxted, adj Oxted School Bluehouse Lane 40004410184A

Kent Publicity Database08/04/2019 0857 609 Oxted School - Lingfield - East Grinstead

Southdown PSV

For times of the next departures from a particular stop you can use traveline-txt - by sending the SMS code to 84268. Add the service number after the code if you just want a specific service - eg: buctdgtd 60. The return message from traveline-txt will show the next three departures, and it currently costs 25p plus any message sending charge. Departure times will be real-time predictions where available, or scheduled departure times if not.

You can also get the same information by using the SMS code at www.nextbuses.mobi (only normal browsing charges apply) or through several iPhone or Android apps that offer access to NextBuses.

NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists. SMS Code Stop Name Street ATCO Code surdpgtg Oxted, adj Oxted School Bluehouse Lane 40004410184A surdpgwg Oxted, Gresham Road (SW-bound) Gresham Road 40004410186D surdpgtp Oxted, adj Oxted Railway Station Station Road East 40004410185B surdpgpw Oxted, Bluehouse Lane (W-bound) Bluehouse Lane 40004410181B surdpgpj Oxted, Church Lane (SW-bound) Church Lane 40004410179B surdpgpd Oxted, opp Wheeler Avenue Church Lane 40004410178B surdpgmp Old Oxted, o/s Golf Club Godstone Road 40004410176B surdpgmg Tandridge, adj Tandridge Lane Oxted Road 40004410175B surdpgda Tandridge, opp Tandridge Hill Lane Oxted Road 40004410167B surdpgat Tandridge, adj Knights Garden Centre Oxted Road 40004410166B surdmpmp South Godstone, opp Hart’s Lane Eastbourne Road 40004410063B surdmpmg South Godstone, opp Woodlands Drive Eastbourne Road 40004410062B surdmpjm South Godstone, opp Godstone Railway Station Station Road 40004410061B surdmpjd South Godstone, opp RSPCA Centre A22 Eastbourne Road 40004410060B surdpmdm South Godstone, adj The Mount A22 Eastbourne Road 40004410222B surdmpgw Blindley Heath, Anglefield Corner (S-bound) A22 Eastbourne Road 40004410059B surdpjwm Blindley Heath, opp Byers Lane A22 Eastbourne Road 40004410212B surdmpgp Blindley Heath, opp Featherstone A22 Eastbourne Road 40004410058B surdpjwg Blindley Heath, opp St John’s Church Eastbourne Road 40004410211B surdpjwa Blindley Heath, adj Cottenhams Eastbourne Road 40004410210B surdmpgj Blindley Heath, adj Ray Lane Eastbourne Road 40004410057B surdpjtp Blindley Heath, adj Albion House Ray Lane 40004410209B surdmpga Blindley Heath, adj Tandridge Lane Ray Lane 40004410056B surdmpdm Lingfield Common, adj Meadowside Lingfield Common Road 40004410055C surdmpda Lingfield, Haxted Road (E-bound) Lingfield Common Road 40004410054A surdptgt Lingfield, opp Pauls Mead Station Road 40004410289A surdmjwm Lingfield, Lingfield Railway Station (Stop B) Station Road 40004410049B surdmjtj Lingfield, opp Lingfield Racecourse Racecourse Road 40004410047A surdmjtg Lingfield, adj St Pier’s Lane Racecourse Road 40004410046C surgpdgw Dormansland, opp Swallowfield Dormans Road 40004410042D surdmjmj Dormansland, adj Memorial Hall Dormans High Street 40004410042A surdmjmd Dormansland, opp Church High Street 40004410041A surdmjma Dormansland, opp Dormans Station Turning High Street 40004410040C surdmjgt Dormans Park, opp The Approach Wilderwick Road 40004410039C surdptdt Dormans Park, adj Wilderwick Farm Wilderwick Road 40004410280B wsxapdam East Grinstead, opp The Larches Holtye Road 4400EG0203 wsxapdgd East Grinstead, adj Turner Court Holtye Road 4400EG0208 wsxapdgm East Grinstead, opp Queen Victoria Hospital Holtye Road 4400EG0210 wsxapdgp East Grinstead, adj East Court Holtye Road 4400EG0211 wsxgptmt East Grinstead, opp Sandy Lane College Lane 4400EG0660 wsxapgjp East Grinstead, Sackville College (Stop L) High Street 4400EG0270 wsxapgma East Grinstead, War Memorial (Stop J) High Street 4400EG0273

Kent Publicity Database08/04/2019 0857 APPENDIX I

ID Area of residenceArea of workplaceMSOA All categories: Method of travel to work Work mainly at or from home Underground, metro, light rail, tram Train Bus, minibus or coach Taxi Motorcycle, scooter or moped Driving a car or van Passenger in a car or van Bicycle On foot Other method of travel to work City of E0200660 E0200000 London 2198917 6 1 001 W 83 0 0 80 0 0 0 2 0 0 1 0 E0200660 E0200004 Barnet 2198918 6 8 025 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200005 Barnet 2198919 6 5 032 W 2 0 0 2 0 0 0 0 0 0 0 0 E0200660 E0200008 2198920 6 3 Bexley 019 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200009 2198921 6 2 Bexley 028 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200012 2198922 6 0 Brent 028 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200013 Bromley 2198923 6 2 006 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200013 Bromley 2198924 6 3 007 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200013 Bromley 2198925 6 5 009 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200014 Bromley 2198926 6 4 018 W 5 0 0 1 0 0 0 4 0 0 0 0 E0200660 E0200014 Bromley 2198927 6 5 019 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200014 Bromley 2198928 6 6 020 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200014 Bromley 2198929 6 9 023 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200015 Bromley 2198930 6 0 024 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200016 Bromley 2198931 6 2 036 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200017 Camden 2198932 6 3 008 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200018 Camden 2198933 6 2 017 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200018 Camden 2198934 6 4 019 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200018 Camden 2198935 6 6 021 W 3 0 0 3 0 0 0 0 0 0 0 0 E0200660 E0200018 Camden 2198936 6 8 023 W 2 0 0 2 0 0 0 0 0 0 0 0 E0200660 E0200018 Camden 2198937 6 9 024 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200019 Camden 2198938 6 0 025 W 2 0 0 2 0 0 0 0 0 0 0 0 E0200660 E0200019 Camden 2198939 6 1 026 W 3 0 0 3 0 0 0 0 0 0 0 0 E0200660 E0200019 Camden 2198940 6 2 027 W 6 0 0 6 0 0 0 0 0 0 0 0 E0200660 E0200019 Camden 2198941 6 3 028 W 11 0 0 10 0 0 0 0 0 0 1 0 E0200660 E0200019 Croydon 2198942 6 8 005 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200020 Croydon 2198943 6 0 007 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200020 Croydon 2198944 6 6 013 W 2 0 0 2 0 0 0 0 0 0 0 0 E0200660 E0200020 Croydon 2198945 6 7 014 W 2 0 1 0 0 0 0 1 0 0 0 0 E0200660 E0200020 Croydon 2198946 6 8 015 W 7 0 0 0 0 0 0 7 0 0 0 0 E0200660 E0200021 Croydon 2198947 6 0 017 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200021 Croydon 2198948 6 3 020 W 7 0 0 5 0 0 0 2 0 0 0 0 E0200660 E0200021 Croydon 2198949 6 5 022 W 4 0 0 1 0 0 0 3 0 0 0 0 E0200660 E0200021 Croydon 2198950 6 7 024 W 5 0 0 0 0 0 0 5 0 0 0 0 E0200660 E0200022 Croydon 2198951 6 0 027 W 19 0 0 12 0 0 0 7 0 0 0 0 E0200660 E0200022 Croydon 2198952 6 1 028 W 5 0 0 1 0 0 0 4 0 0 0 0 E0200660 E0200022 Croydon 2198953 6 2 029 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200022 Croydon 2198954 6 4 031 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200022 Croydon 2198955 6 5 032 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200022 Croydon 2198956 6 6 033 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200022 Croydon 2198957 6 7 034 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200023 Croydon 2198958 6 0 037 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200023 Croydon 2198959 6 2 039 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200023 Croydon 2198960 6 4 041 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200023 Croydon 2198961 6 5 042 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200023 Croydon 2198962 6 7 044 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200026 2198963 6 5 Ealing 028 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200031 Greenwich 2198964 6 4 002 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200031 Greenwich 2198965 6 7 005 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200036 Hackney 2198966 6 4 020 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200037 Hackney 2198967 6 1 027 W 4 0 0 4 0 0 0 0 0 0 0 0

Hammers mith and E0200660 E0200037 Fulham 2198968 6 2 001 W 1 0 0 1 0 0 0 0 0 0 0 0

Hammers mith and E0200660 E0200037 Fulham 2198969 6 6 005 W 1 0 0 1 0 0 0 0 0 0 0 0

Hammers mith and E0200660 E0200038 Fulham 2198970 6 1 010 W 1 0 0 1 0 0 0 0 0 0 0 0

Hammers mith and E0200660 E0200038 Fulham 2198971 6 3 012 W 2 0 0 2 0 0 0 0 0 0 0 0

Hammers mith and E0200660 E0200038 Fulham 2198972 6 4 013 W 4 0 0 3 1 0 0 0 0 0 0 0

Hammers mith and E0200660 E0200038 Fulham 2198973 6 6 015 W 2 0 0 2 0 0 0 0 0 0 0 0

Hammers mith and E0200660 E0200038 Fulham 2198974 6 9 018 W 1 0 0 1 0 0 0 0 0 0 0 0

Hammers mith and E0200660 E0200039 Fulham 2198975 6 2 021 W 2 0 0 2 0 0 0 0 0 0 0 0

Hammers mith and E0200660 E0200039 Fulham 2198976 6 4 023 W 2 0 0 2 0 0 0 0 0 0 0 0

Hammers mith and E0200660 E0200039 Fulham 2198977 6 5 024 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200040 Haringey 2198978 6 9 013 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200041 Haringey 2198979 6 1 015 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200050 Hillingdon 2198980 6 2 009 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200051 Hillingdon 2198981 6 4 021 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200052 Hillingdon 2198982 6 0 027 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200052 Hillingdon 2198983 6 3 030 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200052 Hillingdon 2198984 6 4 031 W 13 0 0 0 1 0 0 10 0 0 0 2 E0200660 E0200052 Hounslow 2198985 6 8 003 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200053 Hounslow 2198986 6 1 006 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200053 Hounslow 2198987 6 8 013 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200054 Hounslow 2198988 6 8 023 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200057 Islington 2198989 6 3 020 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200057 Islington 2198990 6 4 021 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200057 Islington 2198991 6 5 022 W 5 0 0 3 0 0 0 2 0 0 0 0 E0200660 E0200057 Islington 2198992 6 6 023 W 6 0 0 6 0 0 0 0 0 0 0 0 Kensingto n and E0200660 E0200058 Chelsea 2198993 6 4 008 W 1 0 0 1 0 0 0 0 0 0 0 0 Kensingto n and E0200660 E0200058 Chelsea 2198994 6 9 013 W 1 0 1 0 0 0 0 0 0 0 0 0 Kensingto n and E0200660 E0200059 Chelsea 2198995 6 1 015 W 1 0 0 1 0 0 0 0 0 0 0 0 Kensingto n and E0200660 E0200059 Chelsea 2198996 6 5 019 W 1 0 0 1 0 0 0 0 0 0 0 0 Kingston upon E0200660 E0200059 Thames 2198997 6 8 001 W 1 0 0 1 0 0 0 0 0 0 0 0 Kingston upon E0200660 E0200060 Thames 2198998 6 0 003 W 1 0 0 0 0 0 0 1 0 0 0 0 Kingston upon E0200660 E0200060 Thames 2198999 6 1 004 W 1 0 0 0 0 0 0 1 0 0 0 0 Kingston upon E0200660 E0200060 Thames 2199000 6 4 007 W 2 0 0 1 0 0 0 1 0 0 0 0 Kingston upon E0200660 E0200060 Thames 2199001 6 6 009 W 2 0 0 1 0 0 0 1 0 0 0 0 Kingston upon E0200660 E0200060 Thames 2199002 6 8 011 W 1 0 0 0 0 0 0 1 0 0 0 0 Kingston upon E0200660 E0200061 Thames 2199003 6 4 017 W 2 0 0 1 0 0 0 1 0 0 0 0 Kingston upon E0200660 E0200061 Thames 2199004 6 7 020 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200062 Lambeth 2199005 6 0 003 W 2 0 0 2 0 0 0 0 0 0 0 0 E0200660 E0200062 Lambeth 2199006 6 1 004 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200064 Lambeth 2199007 6 5 028 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200065 Lambeth 2199008 6 2 035 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200065 Lewisham 2199009 6 4 002 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200066 Lewisham 2199010 6 1 009 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200066 Lewisham 2199011 6 4 012 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200067 Lewisham 2199012 6 7 025 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200068 Lewisham 2199013 6 2 030 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200069 Merton 2199014 6 2 004 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200069 Merton 2199015 6 7 009 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200069 Merton 2199016 6 9 011 W 2 0 0 1 0 0 0 1 0 0 0 0 E0200660 E0200071 Merton 2199017 6 0 022 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200071 Merton 2199018 6 3 025 W 1 0 0 0 0 0 0 1 0 0 0 0 Richmond upon E0200660 E0200078 Thames 2199019 6 5 002 W 1 0 0 1 0 0 0 0 0 0 0 0 Richmond upon E0200660 E0200078 Thames 2199020 6 7 004 W 1 0 0 1 0 0 0 0 0 0 0 0 Richmond upon E0200660 E0200079 Thames 2199021 6 1 008 W 1 0 0 0 0 0 0 1 0 0 0 0 Richmond upon E0200660 E0200080 Thames 2199022 6 1 018 W 1 0 0 0 0 0 0 1 0 0 0 0 Richmond upon E0200660 E0200080 Thames 2199023 6 6 023 W 1 0 0 0 0 0 1 0 0 0 0 0 E0200660 E0200080 Southwark 2199024 6 8 002 W 16 0 0 12 0 0 0 3 0 0 1 0 E0200660 E0200080 Southwark 2199025 6 9 003 W 4 0 0 4 0 0 0 0 0 0 0 0 E0200660 E0200081 Southwark 2199026 6 0 004 W 1 0 1 0 0 0 0 0 0 0 0 0 E0200660 E0200084 Sutton 2199027 6 1 002 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200084 Sutton 2199028 6 8 009 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200085 Sutton 2199029 6 0 011 W 4 0 0 0 0 0 0 4 0 0 0 0 E0200660 E0200085 Sutton 2199030 6 1 012 W 5 0 0 0 0 0 0 5 0 0 0 0 E0200660 E0200085 Sutton 2199031 6 4 015 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200085 Sutton 2199032 6 7 018 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200086 Sutton 2199033 6 1 022 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200086 Sutton 2199034 6 3 024 W 1 0 0 0 0 0 0 1 0 0 0 0 Tower E0200660 E0200086 Hamlets 2199035 6 8 005 W 1 0 0 1 0 0 0 0 0 0 0 0 Tower E0200660 E0200087 Hamlets 2199036 6 8 015 W 4 0 0 4 0 0 0 0 0 0 0 0 Tower E0200660 E0200088 Hamlets 2199037 6 4 021 W 3 0 0 3 0 0 0 0 0 0 0 0 Tower E0200660 E0200088 Hamlets 2199038 6 9 026 W 1 0 0 1 0 0 0 0 0 0 0 0 Tower E0200660 E0200089 Hamlets 2199039 6 0 027 W 1 0 0 1 0 0 0 0 0 0 0 0 Tower E0200660 E0200089 Hamlets 2199040 6 1 028 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200092 Wandswo 2199041 6 4 rth 002 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200092 Wandswo 2199042 6 6 rth 004 W 4 0 0 0 0 0 0 2 2 0 0 0 E0200660 E0200093 Wandswo 2199043 6 2 rth 010 W 3 0 0 2 0 0 0 1 0 0 0 0 E0200660 E0200094 Wandswo 2199044 6 4 rth 022 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200094 Wandswo 2199045 6 6 rth 024 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200096 Westminst 2199046 6 0 er 001 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200096 Westminst 2199047 6 3 er 004 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200096 Westminst 2199048 6 7 er 008 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200097 Westminst 2199049 6 0 er 011 W 10 0 0 10 0 0 0 0 0 0 0 0 E0200660 E0200097 Westminst 2199050 6 1 er 012 W 2 0 0 2 0 0 0 0 0 0 0 0 E0200660 E0200097 Westminst 2199051 6 2 er 013 W 13 0 0 12 0 0 0 1 0 0 0 0 E0200660 E0200097 Westminst 2199052 6 4 er 015 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200097 Westminst 2199053 6 7 er 018 W 26 0 0 24 0 0 1 1 0 0 0 0 E0200660 E0200097 Westminst 2199054 6 8 er 019 W 2 0 0 2 0 0 0 0 0 0 0 0 E0200660 E0200097 Westminst 2199055 6 9 er 020 W 18 0 0 16 0 0 0 2 0 0 0 0 E0200660 E0200098 Westminst 2199056 6 2 er 023 W 11 0 0 11 0 0 0 0 0 0 0 0 E0200660 E0200109 Manchest 2199057 6 5 er 051 W 1 0 0 0 0 0 0 0 0 0 1 0 E0200660 E0200122 Stockport 2199058 6 2 036 W 1 0 0 0 0 0 0 1 0 0 0 0 Newcastle E0200660 E0200171 upon Tyne 2199059 6 1 004 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200229 Kirklees 2199060 6 4 024 W 1 0 0 0 0 0 0 1 0 0 0 0

Bath and North East E0200660 E0200298 Somerset 2199061 6 6 002 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200327 2199062 6 1 Luton 014 W 6 0 0 1 0 1 0 4 0 0 0 0 E0200660 E0200330 Thurrock 2199063 6 4 009 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200331 Thurrock 2199064 6 0 015 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200331 Medway 2199065 6 7 004 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200332 Medway 2199066 6 4 011 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200332 Medway 2199067 6 8 015 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200334 Medway 2199068 6 3 030 W 2 0 0 0 0 0 0 2 0 0 0 0

E0200660 E0200335 Bracknell 2199069 6 5 Forest 004 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200339 Reading 2199070 6 9 011 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200341 Slough 2199071 6 4 008 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200345 Wokingha 2199072 6 6 m 018 W 1 0 0 0 0 0 0 1 0 0 0 0 Milton E0200660 E0200346 Keynes 2199073 6 3 005 W 1 0 0 0 0 0 0 1 0 0 0 0 Milton E0200660 E0200348 Keynes 2199074 6 2 024 W 1 0 0 0 0 0 0 1 0 0 0 0 Brighton E0200660 E0200349 and Hove 2199075 6 1 001 W 2 0 0 0 0 0 0 2 0 0 0 0 Brighton E0200660 E0200349 and Hove 2199076 6 2 002 W 2 0 0 0 0 0 0 2 0 0 0 0 Brighton E0200660 E0200349 and Hove 2199077 6 7 007 W 1 0 0 0 0 0 0 1 0 0 0 0 Brighton E0200660 E0200350 and Hove 2199078 6 4 014 W 3 0 0 0 0 0 0 3 0 0 0 0 Brighton E0200660 E0200350 and Hove 2199079 6 6 016 W 2 0 0 0 0 0 0 2 0 0 0 0 Brighton E0200660 E0200350 and Hove 2199080 6 7 017 W 1 0 0 0 0 0 0 1 0 0 0 0 Brighton E0200660 E0200350 and Hove 2199081 6 9 019 W 1 0 0 1 0 0 0 0 0 0 0 0 Brighton E0200660 E0200351 and Hove 2199082 6 1 021 W 1 0 0 0 0 0 0 1 0 0 0 0 Brighton E0200660 E0200351 and Hove 2199083 6 4 024 W 1 0 0 0 0 0 0 1 0 0 0 0 Brighton E0200660 E0200351 and Hove 2199084 6 7 027 W 6 0 0 1 0 0 0 5 0 0 0 0 Brighton E0200660 E0200352 and Hove 2199085 6 0 030 W 2 0 0 0 0 0 0 2 0 0 0 0 Brighton E0200660 E0200352 and Hove 2199086 6 1 031 W 4 0 0 0 0 0 0 4 0 0 0 0 Brighton E0200660 E0200352 and Hove 2199087 6 3 033 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200353 Portsmout 2199088 6 1 h 008 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200356 Southamp 2199089 6 3 ton 015 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200368 Chiltern 2199090 6 2 007 W 1 0 0 0 0 0 0 1 0 0 0 0

South E0200660 E0200378 Cambridge 2199091 6 7 shire 013 W 1 0 0 0 0 0 0 1 0 0 0 0 South E0200660 E0200402 Lakeland 2199092 6 8 014 W 1 0 0 0 0 0 0 1 0 0 0 0 Derbyshir E0200660 E0200407 e Dales 2199093 6 3 006 W 1 0 0 0 0 0 0 1 0 0 0 0 West E0200660 E0200426 Dorset 2199094 6 9 001 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200435 Eastbourn 2199095 6 6 e 001 E 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200435 Eastbourn 2199096 6 9 e 004 E 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200436 Eastbourn 2199097 6 6 e 011 E 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200436 Eastbourn 2199098 6 7 e 012 E 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200437 Hastings 2199099 6 5 008 E 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200437 Hastings 2199100 6 6 009 E 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200437 2199101 6 9 Lewes 001 W 8 0 0 0 0 0 0 5 0 0 3 0 E0200660 E0200438 2199102 6 0 Lewes 002 W 5 0 0 0 1 0 1 2 0 1 0 0 E0200660 E0200438 2199103 6 1 Lewes 003 W 8 0 0 0 0 0 0 8 0 0 0 0 E0200660 E0200438 2199104 6 2 Lewes 004 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200438 2199105 6 3 Lewes 005 W 4 0 0 0 0 0 0 4 0 0 0 0 E0200660 E0200439 Rother 2199106 6 2 001 E 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200440 Wealden 2199107 6 3 001 E 148 0 0 0 4 1 2 122 11 5 3 0 E0200660 E0200440 Wealden 2199108 6 4 002 E 1 0 0 0 0 0 0 0 1 0 0 0 E0200660 E0200440 Wealden 2199109 6 6 004 E 4 0 0 0 0 0 0 4 0 0 0 0 E0200660 E0200440 Wealden 2199110 6 7 005 E 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200440 Wealden 2199111 6 8 006 E 6 0 0 0 0 0 0 6 0 0 0 0 E0200660 E0200440 Wealden 2199112 6 9 007 W 25 0 0 0 0 0 1 23 1 0 0 0 E0200660 E0200441 Wealden 2199113 6 0 008 E 4 0 0 0 0 0 0 4 0 0 0 0 E0200660 E0200441 Wealden 2199114 6 1 009 E 14 0 0 0 0 0 0 12 1 0 1 0 E0200660 E0200441 Wealden 2199115 6 2 010 E 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200441 Wealden 2199116 6 4 012 E 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200441 Wealden 2199117 6 5 013 E 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200441 Wealden 2199118 6 8 016 E 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200442 Wealden 2199119 6 0 018 E 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200443 Basildon 2199120 6 7 014 W 2 0 0 0 0 0 0 1 1 0 0 0 E0200660 E0200445 Braintree 2199121 6 1 006 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200446 Braintree 2199122 6 2 017 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200454 Harlow 2199123 6 5 002 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200455 Maldon 2199124 6 8 004 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200459 Uttlesford 2199125 6 6 006 W 2 0 0 0 0 0 0 2 0 0 0 0

Basingstok E0200660 E0200467 e and 2199126 6 9 Deane 005 W 1 0 0 0 0 0 0 1 0 0 0 0

Basingstok E0200660 E0200468 e and 2199127 6 2 Deane 008 W 1 0 0 0 0 0 0 1 0 0 0 0

Basingstok E0200660 E0200468 e and 2199128 6 4 Deane 010 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200475 2199129 6 8 Hart 008 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200480 Rushmoor 2199130 6 9 008 W 2 0 0 1 0 0 0 1 0 0 0 0

E0200660 E0200481 Test Valley 2199131 6 5 002 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200483 Wincheste 2199132 6 5 r 007 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200487 Dacorum 2199133 6 0 015 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200490 Hertsmere 2199134 6 1 006 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200493 St Albans 2199135 6 0 007 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200493 St Albans 2199136 6 8 015 W 1 0 0 0 0 0 0 0 0 0 0 1

E0200660 E0200495 Three 2199137 6 7 Rivers 002 W 1 0 0 0 0 0 0 1 0 0 0 0 Welwyn E0200660 E0200498 Hatfield 2199138 6 3 004 W 1 0 0 0 0 0 0 1 0 0 0 0 Welwyn E0200660 E0200498 Hatfield 2199139 6 9 010 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200503 Dartford 2199140 6 3 006 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200503 Dartford 2199141 6 4 007 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200503 Dartford 2199142 6 8 011 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200506 Maidstone 2199143 6 8 001 E 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200507 Maidstone 2199144 6 7 010 E 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200507 Maidstone 2199145 6 9 012 E 3 0 0 0 0 0 0 3 0 0 0 0 E0200660 E0200508 Maidstone 2199146 6 1 014 E 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200509 Sevenoaks 2199147 6 3 007 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200509 Sevenoaks 2199148 6 5 009 W 2 0 0 0 0 0 0 1 1 0 0 0 E0200660 E0200509 Sevenoaks 2199149 6 6 010 W 2 0 0 1 0 0 0 1 0 0 0 0 E0200660 E0200509 Sevenoaks 2199150 6 7 011 W 2 0 1 0 0 0 0 1 0 0 0 0 E0200660 E0200509 Sevenoaks 2199151 6 8 012 W 6 0 0 1 0 0 0 5 0 0 0 0 E0200660 E0200509 Sevenoaks 2199152 6 9 013 W 11 0 0 1 0 0 0 10 0 0 0 0 E0200660 E0200510 Sevenoaks 2199153 6 0 014 W 23 0 0 0 0 0 0 23 0 0 0 0 E0200660 E0200510 Sevenoaks 2199154 6 1 015 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200510 Shepway 2199155 6 7 006 E 1 0 0 0 0 0 0 0 0 0 1 0 Tonbridge and E0200660 E0200514 Malling 2199156 6 9 001 E 1 0 0 0 0 0 0 1 0 0 0 0 Tonbridge and E0200660 E0200515 Malling 2199157 6 3 005 E 1 0 0 0 0 0 0 0 1 0 0 0 Tonbridge and E0200660 E0200515 Malling 2199158 6 4 006 E 4 0 0 0 0 0 0 4 0 0 0 0 Tonbridge and E0200660 E0200515 Malling 2199159 6 5 007 E 3 0 0 0 0 0 0 3 0 0 0 0 Tonbridge and E0200660 E0200515 Malling 2199160 6 8 010 E 3 0 0 0 0 0 0 3 0 0 0 0 Tonbridge and E0200660 E0200516 Malling 2199161 6 0 012 E 9 0 0 0 0 0 0 9 0 0 0 0 Tonbridge and E0200660 E0200516 Malling 2199162 6 1 013 E 2 0 0 0 0 0 0 2 0 0 0 0

E0200660 E0200516 Tunbridge 2199163 6 2 Wells 001 E 1 0 0 0 0 0 0 1 0 0 0 0

E0200660 E0200516 Tunbridge 2199164 6 3 Wells 002 E 1 0 0 0 0 0 0 1 0 0 0 0

E0200660 E0200516 Tunbridge 2199165 6 4 Wells 003 E 9 0 0 0 0 0 0 9 0 0 0 0

E0200660 E0200516 Tunbridge 2199166 6 5 Wells 004 E 2 0 0 0 0 0 0 2 0 0 0 0

E0200660 E0200516 Tunbridge 2199167 6 6 Wells 005 E 2 0 0 0 0 0 0 2 0 0 0 0

E0200660 E0200516 Tunbridge 2199168 6 7 Wells 006 E 5 0 0 0 0 0 0 4 1 0 0 0

E0200660 E0200516 Tunbridge 2199169 6 8 Wells 007 E 4 0 0 0 0 0 0 4 0 0 0 0

E0200660 E0200516 Tunbridge 2199170 6 9 Wells 008 E 22 0 0 0 1 0 0 21 0 0 0 0

E0200660 E0200517 Tunbridge 2199171 6 0 Wells 009 E 2 0 0 0 0 0 0 2 0 0 0 0

E0200660 E0200517 Tunbridge 2199172 6 2 Wells 011 E 2 0 0 0 0 0 0 2 0 0 0 0

E0200660 E0200517 Tunbridge 2199173 6 3 Wells 012 E 3 0 0 0 0 0 0 3 0 0 0 0 E0200660 E0200521 2199174 6 1 Fylde 009 W 1 0 0 0 0 0 0 1 0 0 0 0 East E0200660 E0200543 Lindsey 2199175 6 7 014 W 1 0 0 1 0 0 0 0 0 0 0 0 King's Lynn and West E0200660 E0200556 Norfolk 2199176 6 1 011 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200594 Oxford 2199177 6 7 008 W 1 0 0 0 1 0 0 0 0 0 0 0 E0200660 E0200604 Shropshire 2199178 6 1 030 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200625 Ipswich 2199179 6 5 011 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200632 Elmbridge 2199180 6 3 007 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200632 Elmbridge 2199181 6 9 013 W 5 0 0 1 0 0 0 4 0 0 0 0 E0200660 E0200633 Elmbridge 2199182 6 2 016 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200633 Elmbridge 2199183 6 3 017 W 1 0 0 0 0 0 0 1 0 0 0 0

Epsom E0200660 E0200634 and Ewell 2199184 6 1 007 W 1 0 0 0 0 0 0 1 0 0 0 0

Epsom E0200660 E0200634 and Ewell 2199185 6 2 008 W 4 0 0 0 0 0 0 4 0 0 0 0

Epsom E0200660 E0200634 and Ewell 2199186 6 3 009 W 1 0 0 0 0 0 1 0 0 0 0 0 E0200660 E0200634 Guildford 2199187 6 6 003 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200634 Guildford 2199188 6 9 006 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200635 Guildford 2199189 6 5 012 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200635 Guildford 2199190 6 8 015 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200636 Guildford 2199191 6 0 017 W 5 0 0 1 0 0 0 4 0 0 0 0 E0200660 E0200636 Guildford 2199192 6 1 018 W 1 0 0 0 0 0 0 1 0 0 0 0

E0200660 E0200636 Mole 2199193 6 4 Valley 003 W 11 0 0 0 0 0 0 10 0 0 1 0

E0200660 E0200636 Mole 2199194 6 5 Valley 004 W 1 0 0 0 0 0 0 1 0 0 0 0

E0200660 E0200636 Mole 2199195 6 9 Valley 008 W 1 0 0 1 0 0 0 0 0 0 0 0

E0200660 E0200637 Mole 2199196 6 0 Valley 009 W 3 0 0 0 0 0 0 3 0 0 0 0

E0200660 E0200637 Mole 2199197 6 1 Valley 010 W 4 0 0 1 0 0 0 2 1 0 0 0

E0200660 E0200637 Mole 2199198 6 4 Valley 013 W 8 0 0 0 0 0 1 7 0 0 0 0 Reigate and E0200660 E0200637 Banstead 2199199 6 6 002 W 5 0 0 0 0 0 0 5 0 0 0 0 Reigate and E0200660 E0200638 Banstead 2199200 6 0 006 W 4 0 0 0 0 0 0 4 0 0 0 0 Reigate and E0200660 E0200638 Banstead 2199201 6 1 007 W 7 0 0 0 0 0 0 7 0 0 0 0 Reigate and E0200660 E0200638 Banstead 2199202 6 2 008 W 2 0 0 0 0 0 0 2 0 0 0 0 Reigate and E0200660 E0200638 Banstead 2199203 6 3 009 W 8 0 0 0 0 0 0 8 0 0 0 0 Reigate and E0200660 E0200638 Banstead 2199204 6 4 010 W 18 0 0 1 0 0 0 17 0 0 0 0 Reigate and E0200660 E0200638 Banstead 2199205 6 5 011 W 22 0 0 1 0 0 0 21 0 0 0 0 Reigate and E0200660 E0200638 Banstead 2199206 6 6 012 W 22 0 0 0 0 0 0 22 0 0 0 0 Reigate and E0200660 E0200638 Banstead 2199207 6 7 013 W 8 0 0 1 0 0 0 7 0 0 0 0 Reigate and E0200660 E0200638 Banstead 2199208 6 8 014 W 14 0 0 0 0 0 0 14 0 0 0 0 Reigate and E0200660 E0200638 Banstead 2199209 6 9 015 W 12 0 0 0 0 0 0 12 0 0 0 0 Reigate and E0200660 E0200639 Banstead 2199210 6 0 016 W 2 0 0 0 0 0 0 2 0 0 0 0 Reigate and E0200660 E0200639 Banstead 2199211 6 1 017 W 10 0 0 0 1 0 0 9 0 0 0 0 Reigate and E0200660 E0200639 Banstead 2199212 6 2 018 W 27 0 0 2 0 0 0 24 1 0 0 0 E0200660 E0200639 Runnymed 2199213 6 5 e 003 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200639 Runnymed 2199214 6 9 e 007 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200640 Spelthorne 2199215 6 6 004 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200640 Spelthorne 2199216 6 7 005 W 1 0 0 0 0 0 0 1 0 0 0 0

E0200660 E0200642 2199217 6 0 Heath 005 W 1 0 0 0 0 0 0 1 0 0 0 0

E0200660 E0200642 Surrey 2199218 6 5 Heath 010 W 2 0 0 0 0 0 0 2 0 0 0 0

E0200660 E0200642 Surrey 2199219 6 6 Heath 011 W 3 0 0 0 0 0 0 3 0 0 0 0 E0200660 E0200642 Tandridge 2199220 6 9 002 W 5 0 0 1 0 0 0 4 0 0 0 0 E0200660 E0200643 Tandridge 2199221 6 0 003 W 3 0 0 0 0 0 0 3 0 0 0 0 E0200660 E0200643 Tandridge 2199222 6 1 004 W 11 0 0 0 0 0 0 11 0 0 0 0 E0200660 E0200643 Tandridge 2199223 6 2 005 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200643 Tandridge 2199224 6 3 006 W 35 0 0 1 0 0 0 31 3 0 0 0 E0200660 E0200643 Tandridge 2199225 6 4 007 W 5 0 0 0 0 0 0 5 0 0 0 0 E0200660 E0200643 Tandridge 2199226 6 5 008 W 16 0 0 0 0 0 0 12 4 0 0 0 E0200660 E0200643 Tandridge 2199227 6 6 009 W 29 0 0 1 2 1 0 20 4 0 1 0 E0200660 E0200643 Tandridge 2199228 6 7 010 W 147 0 0 3 0 0 1 132 6 2 3 0 E0200660 E0200643 Tandridge 2199229 6 8 011 W 64 0 0 0 0 0 1 57 2 2 2 0 E0200660 E0200644 Waverley 2199230 6 5 007 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200646 Woking 2199231 6 3 008 W 3 0 0 1 0 0 1 1 0 0 0 0 E0200660 E0200646 Woking 2199232 6 6 011 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200652 Warwick 2199233 6 9 011 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200653 2199234 6 4 Adur 001 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200654 2199235 6 0 Adur 007 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200654 2199236 6 2 Arun 001 W 1 0 0 0 0 0 0 0 1 0 0 0 E0200660 E0200654 2199237 6 6 Arun 005 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200654 2199238 6 7 Arun 006 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200655 2199239 6 6 Arun 015 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200657 Chichester 2199240 6 0 010 W 3 0 0 0 0 0 0 3 0 0 0 0 E0200660 E0200657 Crawley 2199241 6 5 001 W 132 0 0 1 2 0 2 123 3 1 0 0 E0200660 E0200657 Crawley 2199242 6 6 002 W 17 0 0 0 0 0 0 16 1 0 0 0 E0200660 E0200657 Crawley 2199243 6 7 003 W 7 0 0 0 0 0 0 6 1 0 0 0 E0200660 E0200657 Crawley 2199244 6 8 004 W 196 0 0 2 10 0 5 171 7 0 1 0 E0200660 E0200657 Crawley 2199245 6 9 005 W 28 0 0 0 2 0 2 24 0 0 0 0 E0200660 E0200658 Crawley 2199246 6 0 006 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200658 Crawley 2199247 6 1 007 W 25 0 0 0 1 0 0 21 2 0 1 0 E0200660 E0200658 Crawley 2199248 6 2 008 W 6 0 0 0 0 0 0 5 0 1 0 0 E0200660 E0200658 Crawley 2199249 6 3 009 W 2 0 0 0 0 1 0 0 1 0 0 0 E0200660 E0200658 Crawley 2199250 6 5 011 W 9 0 0 0 0 0 0 9 0 0 0 0 E0200660 E0200658 Crawley 2199251 6 7 013 W 5 0 0 0 0 0 0 5 0 0 0 0 E0200660 E0200658 Horsham 2199252 6 8 001 W 5 0 0 0 0 0 0 5 0 0 0 0 E0200660 E0200658 Horsham 2199253 6 9 002 W 6 0 0 0 0 0 0 6 0 0 0 0 E0200660 E0200659 Horsham 2199254 6 0 003 W 3 0 0 0 0 0 0 3 0 0 0 0 E0200660 E0200659 Horsham 2199255 6 1 004 W 7 0 0 0 0 0 0 7 0 0 0 0 E0200660 E0200659 Horsham 2199256 6 2 005 W 4 0 0 0 0 0 0 4 0 0 0 0 E0200660 E0200659 Horsham 2199257 6 3 006 W 15 0 0 0 1 0 0 13 0 1 0 0 E0200660 E0200659 Horsham 2199258 6 5 008 W 6 0 0 0 0 0 0 6 0 0 0 0 E0200660 E0200659 Horsham 2199259 6 6 009 W 3 0 0 0 0 0 0 3 0 0 0 0 E0200660 E0200659 Horsham 2199260 6 7 010 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200659 Horsham 2199261 6 8 011 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200660 Horsham 2199262 6 0 013 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200660 Horsham 2199263 6 1 014 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200660 Horsham 2199264 6 2 015 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200660 Horsham 2199265 6 3 016 W 1 0 0 0 0 0 0 0 0 0 1 0 Mid E0200660 E0200660 Sussex 2199266 6 4 001 W 944 0 2 8 9 3 2 492 70 21 334 3 Mid E0200660 E0200660 Sussex 2199267 6 5 002 W 32 0 0 0 1 0 0 28 3 0 0 0 Mid E0200660 E0200660 Sussex 2199268 6 6 003 W 209 0 0 6 0 0 1 106 12 4 79 1 Mid E0200660 E0200660 Sussex 2199269 6 7 004 W 229 0 0 0 7 5 0 178 16 6 17 0 Mid E0200660 E0200660 Sussex 2199270 6 8 005 W 25 0 0 0 0 0 0 21 3 0 1 0 Mid E0200660 E0200660 Sussex 2199271 6 9 006 W 49 0 0 0 1 0 0 41 5 1 0 1 Mid E0200660 E0200661 Sussex 2199272 6 0 007 W 12 0 0 0 0 0 0 10 0 1 1 0 Mid E0200660 E0200661 Sussex 2199273 6 1 008 W 10 0 0 0 0 0 0 10 0 0 0 0 Mid E0200660 E0200661 Sussex 2199274 6 2 009 W 32 0 0 0 1 1 0 25 1 0 4 0 Mid E0200660 E0200661 Sussex 2199275 6 3 010 W 4 0 0 0 0 0 0 3 0 0 1 0 Mid E0200660 E0200661 Sussex 2199276 6 4 011 W 20 0 0 0 1 0 0 14 2 1 2 0 Mid E0200660 E0200661 Sussex 2199277 6 5 012 W 4 0 0 0 0 0 0 3 0 0 1 0 Mid E0200660 E0200661 Sussex 2199278 6 7 014 W 10 0 0 0 0 0 0 7 2 0 1 0 Mid E0200660 E0200661 Sussex 2199279 6 8 015 W 12 0 0 2 0 0 0 9 1 0 0 0 Mid E0200660 E0200661 Sussex 2199280 6 9 016 W 11 0 0 0 0 0 0 11 0 0 0 0 Mid E0200660 E0200662 Sussex 2199281 6 0 017 W 2 0 0 0 0 0 0 1 1 0 0 0 E0200660 E0200662 Worthing 2199282 6 1 001 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200662 Worthing 2199283 6 9 009 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200663 Worthing 2199284 6 1 011 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200663 Worthing 2199285 6 3 013 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200667 Wiltshire 2199286 6 6 061 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200678 Bromley 2199287 6 7 041 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200678 Bromley 2199288 6 9 042 W 3 0 0 0 0 0 0 3 0 0 0 0 E0200660 E0200679 Tandridge 2199289 6 0 012 W 1 0 0 1 0 0 0 0 0 0 0 0 E0200660 E0200679 Hounslow 2199290 6 2 029 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200680 Lambeth 2199291 6 1 036 W 3 0 0 3 0 0 0 0 0 0 0 0 E0200660 E0200680 Southwark 2199292 6 2 034 W 4 0 0 4 0 0 0 0 0 0 0 0 Tonbridge and E0200660 E0200683 Malling 2199293 6 3 014 E 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200685 Leicester 2199294 6 1 041 W 1 0 0 0 0 0 0 1 0 0 0 0 Tower E0200660 E0200685 Hamlets 2199295 6 4 033 W 19 0 1 17 0 0 0 0 1 0 0 0 E0200660 E0200685 Eastbourn 2199296 6 7 e 013 W 2 0 0 0 0 0 0 2 0 0 0 0 E0200660 E0200689 Birmingha 2199297 6 9 m 138 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200691 Manchest 2199298 6 2 er 055 W 2 0 0 1 1 0 0 0 0 0 0 0 E0200660 E0200691 Manchest 2199299 6 4 er 057 W 1 0 0 0 0 0 0 0 0 0 0 1 E0200660 E0200692 Greenwich 2199300 6 9 036 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 E0200693 Greenwich 2199301 6 1 038 W 1 0 0 0 0 0 0 1 0 0 0 0 E0200660 W020003 Newport 2199307 6 47 001 W 1 0 0 0 0 0 0 0 0 0 1 0 3617 0 7 369 49 13 23 2462 174 47 464 9 0% 0% 10% 1% 0% 1% 68% 5% 1% 13% 0%

E 281 8% W 3336 92% Total 3617 APPENDIX J

K&M TRAFFIC SURVEYS K&M TRAFFIC SURVEYS

DATE : TUESDAY 8TH JANUARY 2019 DATE : TUESDAY 8TH JANUARY 2019

LOCATION : EAST GRINSTEAD LOCATION : EAST GRINSTEAD

A264 HOLTYE ROAD / GREENHURST DRIVE PRIORITY JUNCTION A264 HOLTYE ROAD / GREENHURST DRIVE PRIORITY JUNCTION

GREENHURST DRIVE GREENHURST DRIVE GREENHURST DRIVE GREENHURST DRIVE A264 HOLYTE ROAD FROM WEST A264 HOLYTE ROAD FROM EAST OUT LEFT TO OUT RIGHT TIO RIGHT TURN IN FROM LEFT TURN IN FROM STRAIGHT AHEAD TO STRAIGHT AHEAD TO A264 HOLYTE ROAD WEST A264 HOLYTE ROAD EAST A264 HOLYTE ROAD WEST A264 HOLYTE ROAD EAST A264 HOLYTE ROAD EAST A264 HOLYTE ROAD WEST CAR HGV BUS MCY PCY TOT CAR HGV BUS MCY PCY TOT CAR HGV BUS MCY PCY TOT CAR HGV BUS MCY PCY TOT CAR HGV BUS MCY PCY TOT CAR HGV BUS MCY PCY TOT 0700-0715 8 8 0 0 5 5 0 0 0700-0715 43 2 45 58 1 59 0715-0730 14 14 0 0 4 4 0 0 0715-0730 65 3 68 60 1 61 0730-0745 24 1 25 2 2 5 5 0 1 1 0730-0745 62 1 1 64 77 2 2 1 82 0745-0800 12 1 13 0 0 1 1 0 0 0745-0800 61 3 64 99 1 1 101 0800-0815 14 1 15 0 0 1 1 1 1 0800-0815 68 2 70 80 1 1 82 0815-0830 28 28 2 2 2 2 1 1 0815-0830 63 2 65 102 1 103 0830-0845 20 20 3 3 9 9 0 0 0830-0845 51 2 53 81 1 1 1 84 0845-0900 8 8 3 1 4 15 15 0 0 0845-0900 64 1 1 66 52 6 58 0900-0915 6 6 1 1 12 1 13 0 0 0900-0915 50 1 51 79 1 1 81 0915-0930 8 8 0 0 5 5 1 1 0915-0930 43 1 44 58 58 0930-0945 4 4 0 0 2 2 0 0 0930-0945 40 40 45 1 46 0945-1000 9 9 0 0 5 5 0 0 0945-1000 41 1 42 56 3 1 60 0700-1000 155 0 0 0 3 158 11 0 0 0 1 12 66 0 0 0 1 67 3 0 0 0 1 4 0700-1000 651 18 0 2 1 672 847 19 3 5 1 875

0700-0800 58 0 0 0 2 60 2 0 0 0 0 2 15 0 0 0 0 15 0 0 0 0 1 1 0700-0800 231 8 0 1 1 241 294 5 2 2 0 303 0715-0815 64 0 0 0 3 67 2 0 0 0 0 2 11 0 0 0 0 11 1 0 0 0 1 2 0715-0815 256 8 0 1 1 266 316 5 2 3 0 326 0730-0830 78 0 0 0 3 81 4 0 0 0 0 4 9 0 0 0 0 9 2 0 0 0 1 3 0730-0830 254 7 0 1 1 263 358 5 2 3 0 368 0745-0845 74 0 0 0 2 76 5 0 0 0 0 5 13 0 0 0 0 13 2 0 0 0 0 2 0745-0845 243 9 0 0 0 252 362 4 1 3 0 370 0800-0900 70 0 0 0 1 71 8 0 0 0 1 9 27 0 0 0 0 27 2 0 0 0 0 2 0800-0900 246 7 0 1 0 254 315 9 1 2 0 327 0815-0915 62 0 0 0 0 62 9 0 0 0 1 10 38 0 0 0 1 39 1 0 0 0 0 1 0815-0915 228 6 0 1 0 235 314 9 1 2 0 326 0830-0930 42 0 0 0 0 42 7 0 0 0 1 8 41 0 0 0 1 42 1 0 0 0 0 1 0830-0930 208 5 0 1 0 214 270 8 1 2 0 281 0845-0945 26 0 0 0 0 26 4 0 0 0 1 5 34 0 0 0 1 35 1 0 0 0 0 1 0845-0945 197 3 0 1 0 201 234 8 0 1 0 243 0900-1000 27 0 0 0 0 27 1 0 0 0 0 1 24 0 0 0 1 25 1 0 0 0 0 1 0900-1000 174 3 0 0 0 177 238 5 0 1 1 245

K&M TRAFFIC SURVEYS K&M TRAFFIC SURVEYS

DATE : TUESDAY 8TH JANUARY 2019 DATE : TUESDAY 8TH JANUARY 2019

LOCATION : EAST GRINSTEAD LOCATION : EAST GRINSTEAD

A264 HOLTYE ROAD / GREENHURST DRIVE PRIORITY JUNCTION A264 HOLTYE ROAD / GREENHURST DRIVE PRIORITY JUNCTION

GREENHURST DRIVE GREENHURST DRIVE GREENHURST DRIVE GREENHURST DRIVE A264 HOLYTE ROAD FROM WEST A264 HOLYTE ROAD FROM EAST OUT LEFT TO OUT RIGHT TIO RIGHT TURN IN FROM LEFT TURN IN FROM STRAIGHT AHEAD TO STRAIGHT AHEAD TO A264 HOLYTE ROAD WEST A264 HOLYTE ROAD EAST A264 HOLYTE ROAD WEST A264 HOLYTE ROAD EAST A264 HOLYTE ROAD EAST A264 HOLYTE ROAD WEST CAR HGV BUS MCY PCY TOT CAR HGV BUS MCY PCY TOT CAR HGV BUS MCY PCY TOT CAR HGV BUS MCY PCY TOT CAR HGV BUS MCY PCY TOT CAR HGV BUS MCY PCY TOT 1600-1615 4 3 7 1 1 3 3 1 1 1600-1615 59 1 60 66 4 1 71 1615-1630 7 7 2 2 10 10 0 0 1615-1630 83 1 84 47 1 48 1630-1645 8 8 0 0 11 11 1 1 1630-1645 59 1 60 57 1 58 1645-1700 3 3 0 0 9 1 10 0 0 1645-1700 70 70 52 1 53 1700-1715 6 6 1 1 10 10 1 1 1700-1715 78 78 48 48 1715-1730 6 6 1 1 13 13 0 0 1715-1730 86 86 502 1 503 1730-1745 5 5 0 0 26 26 0 0 1730-1745 72 1 1 74 48 1 49 1745-1800 11 11 1 1 17 17 0 0 1745-1800 68 68 58 58 1800-1815 5 5 0 0 14 14 2 2 1800-1815 67 1 68 60 60 1815-1830 7 1 8 0 0 10 10 1 1 1815-1830 50 1 51 53 1 54 1830-1845 4 4 0 0 9 1 10 3 3 1830-1845 39 39 37 1 38 1845-1900 7 7 0 0 16 1 1 18 2 2 1845-1900 39 1 1 41 32 32 1600-1900 73 0 0 1 3 77 6 0 0 0 0 6 148 0 0 3 1 152 11 0 0 0 0 11 1600-1900 770 4 0 4 1 779 1060 9 1 2 0 1072

1600-1700 22 0 0 0 3 25 3 0 0 0 0 3 33 0 0 1 0 34 2 0 0 0 0 2 1600-1700 271 1 0 2 0 274 222 6 0 2 0 230 1615-1715 24 0 0 0 0 24 3 0 0 0 0 3 40 0 0 1 0 41 2 0 0 0 0 2 1615-1715 290 0 0 2 0 292 204 2 0 1 0 207 1630-1730 23 0 0 0 0 23 2 0 0 0 0 2 43 0 0 1 0 44 2 0 0 0 0 2 1630-1730 293 0 0 1 0 294 659 2 0 1 0 662 1645-1745 20 0 0 0 0 20 2 0 0 0 0 2 58 0 0 1 0 59 1 0 0 0 0 1 1645-1745 306 1 0 1 0 308 650 3 0 0 0 653 1700-1800 28 0 0 0 0 28 3 0 0 0 0 3 66 0 0 0 0 66 1 0 0 0 0 1 1700-1800 304 1 0 1 0 306 656 2 0 0 0 658 1715-1815 27 0 0 0 0 27 2 0 0 0 0 2 70 0 0 0 0 70 2 0 0 0 0 2 1715-1815 293 2 0 1 0 296 668 2 0 0 0 670 1730-1830 28 0 0 1 0 29 1 0 0 0 0 1 67 0 0 0 0 67 3 0 0 0 0 3 1730-1830 257 3 0 1 0 261 219 1 1 0 0 221 1745-1845 27 0 0 1 0 28 1 0 0 0 0 1 50 0 0 1 0 51 6 0 0 0 0 6 1745-1845 224 2 0 0 0 226 208 1 1 0 0 210 1800-1900 23 0 0 1 0 24 0 0 0 0 0 0 49 0 0 2 1 52 8 0 0 0 0 8 1800-1900 195 2 0 1 1 199 182 1 1 0 0 184 APPENDIX K

TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 1 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

Filtering Summary

Land Use 03/A RESIDENTIAL/HOUSES PRIVATELY OWNED

Selected Trip Rate Calculation Parameter Range 5-75 DWELLS

Actual Trip Rate Calculation Parameter Range 10-71 DWELLS

Date Range Minimum: 01/01/11 Maximum: 20/11/18

Parking Spaces Range All Surveys Included

Percentage of dwellings privately owned: All Surveys Included

Days of the week selected Monday 3 Tuesday 3 Wednesday 6 Thursday 5 Friday 2

Main Location Types selected Edge of Town 19

Population <1 Mile ranges selected 1,001 to 5,000 3 5,001 to 10,000 3 10,001 to 15,000 6 15,001 to 20,000 4 20,001 to 25,000 2 25,001 to 50,000 1

Population <5 Mile ranges selected 5,001 to 25,000 2 25,001 to 50,000 2 50,001 to 75,000 2 75,001 to 100,000 5 100,001 to 125,000 1 125,001 to 250,000 4 250,001 to 500,000 2 500,001 or More 1

Car Ownership <5 Mile ranges selected 0.6 to 1.0 4 1.1 to 1.5 15

PTAL Rating No PTAL Present 19 TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 2 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

Calculation Reference: AUDIT-704001-190410-0431 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED VEHICLES

Selected regions and areas: 02 SOUTH EAST ES 1 days HC HAMPSHIRE 2 days SC SURREY 1 days 03 SOUTH WEST DC DORSET 1 days SM SOMERSET 1 days 04 EAST ANGLIA NF NORFOLK 1 days SF SUFFOLK 1 days 06 WEST MIDLANDS SH SHROPSHIRE 2 days ST STAFFORDSHIRE 1 days WK WARWICKSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 3 days 08 NORTH WEST CH CHESHIRE 1 days GM GREATER MANCHESTER 1 days LC LANCASHIRE 1 days 10 WALES VG VALE OF GLAMORGAN 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Number of dwellings Actual Range: 10 to 71 (units: ) Range Selected by User: 5 to 75 (units: )

Parking Spaces Range: All Surveys Included

Percentage of dwellings privately owned: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/11 to 20/11/18

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 3 days Tuesday 3 days Wednesday 6 days Thursday 5 days Friday 2 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 19 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Edge of Town 19

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 17 No Sub Category 2 TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 3 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

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.

Secondary Filtering selection:

Use Class: C 3 19 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 3 days 5,001 to 10,000 3 days 10,001 to 15,000 6 days 15,001 to 20,000 4 days 20,001 to 25,000 2 days 25,001 to 50,000 1 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 5,001 to 25,000 2 days 25,001 to 50,000 2 days 50,001 to 75,000 2 days 75,001 to 100,000 5 days 100,001 to 125,000 1 days 125,001 to 250,000 4 days 250,001 to 500,000 2 days 500,001 or More 1 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.6 to 1.0 4 days 1.1 to 1.5 15 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: Yes 3 days No 16 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.

PTAL Rating: No PTAL Present 19 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 4 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

LIST OF SITES relevant to selection parameters

Site(1): CH-03-A-09 Site area: 0.73 hect Development Name: TERRACED HOUSES Number of dwellings: 2 4 Location: MACCLESFIELD Housing density: 3 9 Postcode: SK10 2NS Total Bedrooms: 7 2 Main Location Type: Edge of Town Survey Date: 24/11/14 Sub-Location Type: Residential Zone Survey Day: Monday PTAL: n/a Parking Spaces: 32

Site(2): DC-03-A-08 Site area: 1.85 hect Development Name: BUNGALOWS Number of dwellings: 2 8 Location: BOURNEMOUTH Housing density: 1 7 Postcode: BH8 0AL Total Bedrooms: 6 4 Main Location Type: Edge of Town Survey Date: 24/03/14 Sub-Location Type: Residential Zone Survey Day: Monday PTAL: n/a Parking Spaces: 131

Site(3): ES-03-A-02 Site area: 0.50 hect Development Name: PRIVATE HOUSING Number of dwellings: 3 7 Location: PEACEHAVEN Housing density: 7 4 Postcode: BN10 8SA Total Bedrooms: 1 0 3 Main Location Type: Edge of Town Survey Date: 18/11/11 Sub-Location Type: Residential Zone Survey Day: Friday PTAL: n/a Parking Spaces: 59

Site(4): GM-03-A-10 Site area: 1.43 hect Development Name: DETACHED/SEMI Number of dwellings: 2 9 Location: MANCHESTER Housing density: 2 3 Postcode: M25 9PL Total Bedrooms: 8 5 Main Location Type: Edge of Town Survey Date: 12/10/11 Sub-Location Type: Residential Zone Survey Day: Wednesday PTAL: n/a Parking Spaces: 81

Site(5): HC-03-A-21 Site area: 1.20 hect Development Name: TERRACED & SEMI-DETACHED Number of dwellings: 3 9 Location: BASINGSTOKE Housing density: 5 7 Postcode: RG24 9AF Total Bedrooms: 1 3 4 Main Location Type: Edge of Town Survey Date: 13/11/18 Sub-Location Type: Residential Zone Survey Day: Tuesday PTAL: n/a Parking Spaces: 98

Site(6): HC-03-A-22 Site area: 1.69 hect Development Name: MIXED HOUSES Number of dwellings: 4 0 Location: NEAR EASTLEIGH Housing density: 3 2 Postcode: SO50 6JL Total Bedrooms: 1 1 4 Main Location Type: Edge of Town Survey Date: 31/10/18 Sub-Location Type: Residential Zone Survey Day: Wednesday PTAL: n/a Parking Spaces: 101

Site(7): LC-03-A-31 Site area: 1.32 hect Development Name: DETACHED HOUSES Number of dwellings: 3 2 Location: PRESTON Housing density: 3 0 Postcode: PR4 0NL Total Bedrooms: 1 1 3 Main Location Type: Edge of Town Survey Date: 17/11/17 Sub-Location Type: Residential Zone Survey Day: Friday PTAL: n/a Parking Spaces: 77

Site(8): NF-03-A-03 Site area: 0.63 hect Development Name: DETACHED HOUSES Number of dwellings: 1 0 Location: THETFORD Housing density: 2 0 Postcode: IP24 1EY Total Bedrooms: 4 0 Main Location Type: Edge of Town Survey Date: 16/09/15 Sub-Location Type: Residential Zone Survey Day: Wednesday PTAL: n/a Parking Spaces: 37

Site(9): NY-03-A-07 Site area: 0.77 hect Development Name: DETACHED & SEMI DET. Number of dwellings: 2 3 Location: BOROUGHBRIDGE Housing density: 3 5 Postcode: YO51 9US Total Bedrooms: 6 7 Main Location Type: Edge of Town Survey Date: 18/10/11 Sub-Location Type: No Sub Category Survey Day: Tuesday PTAL: n/a Parking Spaces: 45

Site(10): NY-03-A-10 Site area: 2.21 hect Development Name: HOUSES AND FLATS Number of dwellings: 7 1 Location: RIPON Housing density: 4 8 Postcode: HG4 1UH Total Bedrooms: 1 3 8 Main Location Type: Edge of Town Survey Date: 17/09/13 Sub-Location Type: No Sub Category Survey Day: Tuesday PTAL: n/a Parking Spaces: 59 TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 5 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

LIST OF SITES relevant to selection parameters (Cont.)

Site(11): NY-03-A-11 Site area: 1.79 hect Development Name: PRIVATE HOUSING Number of dwellings: 2 3 Location: BOROUGHBRIDGE Housing density: 1 5 Postcode: YO51 9LQ Total Bedrooms: 1 0 1 Main Location Type: Edge of Town Survey Date: 18/09/13 Sub-Location Type: Residential Zone Survey Day: Wednesday PTAL: n/a Parking Spaces: 144

Site(12): SC-03-A-04 Site area: 3.20 hect Development Name: DETACHED & TERRACED Number of dwellings: 7 1 Location: BYFLEET Housing density: 2 5 Postcode: KT14 7BY Total Bedrooms: 2 0 2 Main Location Type: Edge of Town Survey Date: 23/01/14 Sub-Location Type: Residential Zone Survey Day: Thursday PTAL: n/a Parking Spaces: 177

Site(13): SF-03-A-05 Site area: 1.15 hect Development Name: DETACHED HOUSES Number of dwellings: 1 8 Location: BURY ST EDMUNDS Housing density: 1 9 Postcode: IP33 2SN Total Bedrooms: 7 8 Main Location Type: Edge of Town Survey Date: 09/09/15 Sub-Location Type: Residential Zone Survey Day: Wednesday PTAL: n/a Parking Spaces: 75

Site(14): SH-03-A-05 Site area: 1.32 hect Development Name: SEMI-DETACHED/TERRACED Number of dwellings: 5 4 Location: TELFORD Housing density: 5 6 Postcode: TF7 4JE Total Bedrooms: 1 6 2 Main Location Type: Edge of Town Survey Date: 24/10/13 Sub-Location Type: Residential Zone Survey Day: Thursday PTAL: n/a Parking Spaces: 63

Site(15): SH-03-A-06 Site area: 0.80 hect Development Name: BUNGALOWS Number of dwellings: 1 6 Location: SHREWSBURY Housing density: 2 4 Postcode: SY1 2RB Total Bedrooms: 3 4 Main Location Type: Edge of Town Survey Date: 22/05/14 Sub-Location Type: Residential Zone Survey Day: Thursday PTAL: n/a Parking Spaces: 32

Site(16): SM-03-A-01 Site area: 1.40 hect Development Name: DETACHED & SEMI Number of dwellings: 3 3 Location: BRIDGWATER Housing density: 2 8 Postcode: TA6 7PL Total Bedrooms: 1 0 7 Main Location Type: Edge of Town Survey Date: 24/09/15 Sub-Location Type: Residential Zone Survey Day: Thursday PTAL: n/a Parking Spaces: 131

Site(17): ST-03-A-08 Site area: 0.80 hect Development Name: DETACHED HOUSES Number of dwellings: 2 6 Location: STAFFORD Housing density: 3 7 Postcode: ST17 4JS Total Bedrooms: 9 0 Main Location Type: Edge of Town Survey Date: 22/11/17 Sub-Location Type: Residential Zone Survey Day: Wednesday PTAL: n/a Parking Spaces: 89

Site(18): VG-03-A-01 Site area: 0.21 hect Development Name: SEMI-DETACHED & TERRACED Number of dwellings: 1 2 Location: BARRY Housing density: 8 6 Postcode: CF63 2RE Total Bedrooms: 3 6 Main Location Type: Edge of Town Survey Date: 08/05/17 Sub-Location Type: Residential Zone Survey Day: Monday PTAL: n/a Parking Spaces: 28

Site(19): WK-03-A-02 Site area: 0.47 hect Development Name: BUNGALOWS Number of dwellings: 1 7 Location: COVENTRY Housing density: 5 0 Postcode: CV2 2NT Total Bedrooms: 2 9 Main Location Type: Edge of Town Survey Date: 17/10/13 Sub-Location Type: Residential Zone Survey Day: Thursday PTAL: n/a Parking Spaces: 35 TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 6 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

Trip Rates for Key Periods Trips per 1 dwells DWELLS Period Inbound Outbound Total 0800-0900 0.136 0.390 0.526 1700-1800 0.357 0.131 0.488

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 19 32 0.081 19 32 0.295 19 32 0.376 08:00 - 09:00 19 32 0.136 19 32 0.390 19 32 0.526 09:00 - 10:00 19 32 0.148 19 32 0.202 19 32 0.350 10:00 - 11:00 19 32 0.141 19 32 0.158 19 32 0.299 11:00 - 12:00 19 32 0.164 19 32 0.184 19 32 0.348 12:00 - 13:00 19 32 0.166 19 32 0.169 19 32 0.335 13:00 - 14:00 19 32 0.176 19 32 0.167 19 32 0.343 14:00 - 15:00 19 32 0.159 19 32 0.176 19 32 0.335 15:00 - 16:00 19 32 0.265 19 32 0.201 19 32 0.466 16:00 - 17:00 19 32 0.307 19 32 0.144 19 32 0.451 17:00 - 18:00 19 32 0.357 19 32 0.131 19 32 0.488 18:00 - 19:00 19 32 0.249 19 32 0.116 19 32 0.365 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.349 2.333 4.682

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. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 7 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

The survey data, graphs and all associated supporting information, contained within the TRICS Database are published by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights and other proprietary notices, and any disclaimer contained thereon.

The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database. [No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]

Parameter summary

Trip rate parameter range selected: 10 - 71 (units: ) Survey date date range: 01/01/11 - 20/11/18 Number of weekdays (Monday-Friday): 19 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 8 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 9 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 10 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 11 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED TAXIS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 19 32 0.007 19 32 0.007 19 32 0.014 08:00 - 09:00 19 32 0.007 19 32 0.007 19 32 0.014 09:00 - 10:00 19 32 0.005 19 32 0.005 19 32 0.010 10:00 - 11:00 19 32 0.005 19 32 0.005 19 32 0.010 11:00 - 12:00 19 32 0.005 19 32 0.005 19 32 0.010 12:00 - 13:00 19 32 0.002 19 32 0.002 19 32 0.004 13:00 - 14:00 19 32 0.002 19 32 0.002 19 32 0.004 14:00 - 15:00 19 32 0.003 19 32 0.003 19 32 0.006 15:00 - 16:00 19 32 0.005 19 32 0.005 19 32 0.010 16:00 - 17:00 19 32 0.003 19 32 0.000 19 32 0.003 17:00 - 18:00 19 32 0.005 19 32 0.003 19 32 0.008 18:00 - 19:00 19 32 0.002 19 32 0.003 19 32 0.005 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.051 0.047 0.098

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. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 12 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 13 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 14 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 15 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED OGVS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 19 32 0.002 19 32 0.002 19 32 0.004 08:00 - 09:00 19 32 0.000 19 32 0.000 19 32 0.000 09:00 - 10:00 19 32 0.003 19 32 0.003 19 32 0.006 10:00 - 11:00 19 32 0.005 19 32 0.002 19 32 0.007 11:00 - 12:00 19 32 0.002 19 32 0.003 19 32 0.005 12:00 - 13:00 19 32 0.002 19 32 0.002 19 32 0.004 13:00 - 14:00 19 32 0.003 19 32 0.002 19 32 0.005 14:00 - 15:00 19 32 0.000 19 32 0.002 19 32 0.002 15:00 - 16:00 19 32 0.002 19 32 0.000 19 32 0.002 16:00 - 17:00 19 32 0.000 19 32 0.002 19 32 0.002 17:00 - 18:00 19 32 0.002 19 32 0.002 19 32 0.004 18:00 - 19:00 19 32 0.000 19 32 0.000 19 32 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.021 0.020 0.041

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. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 16 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 17 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 18 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 19 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED PSVS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 19 32 0.002 19 32 0.002 19 32 0.004 08:00 - 09:00 19 32 0.000 19 32 0.000 19 32 0.000 09:00 - 10:00 19 32 0.000 19 32 0.000 19 32 0.000 10:00 - 11:00 19 32 0.000 19 32 0.000 19 32 0.000 11:00 - 12:00 19 32 0.003 19 32 0.003 19 32 0.006 12:00 - 13:00 19 32 0.000 19 32 0.000 19 32 0.000 13:00 - 14:00 19 32 0.000 19 32 0.000 19 32 0.000 14:00 - 15:00 19 32 0.000 19 32 0.000 19 32 0.000 15:00 - 16:00 19 32 0.002 19 32 0.002 19 32 0.004 16:00 - 17:00 19 32 0.000 19 32 0.000 19 32 0.000 17:00 - 18:00 19 32 0.000 19 32 0.000 19 32 0.000 18:00 - 19:00 19 32 0.000 19 32 0.000 19 32 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.007 0.007 0.014

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. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 20 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 21 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 22 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 23 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED CYCLISTS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 19 32 0.003 19 32 0.015 19 32 0.018 08:00 - 09:00 19 32 0.000 19 32 0.023 19 32 0.023 09:00 - 10:00 19 32 0.000 19 32 0.007 19 32 0.007 10:00 - 11:00 19 32 0.000 19 32 0.015 19 32 0.015 11:00 - 12:00 19 32 0.003 19 32 0.005 19 32 0.008 12:00 - 13:00 19 32 0.007 19 32 0.003 19 32 0.010 13:00 - 14:00 19 32 0.012 19 32 0.005 19 32 0.017 14:00 - 15:00 19 32 0.007 19 32 0.003 19 32 0.010 15:00 - 16:00 19 32 0.012 19 32 0.002 19 32 0.014 16:00 - 17:00 19 32 0.017 19 32 0.000 19 32 0.017 17:00 - 18:00 19 32 0.017 19 32 0.003 19 32 0.020 18:00 - 19:00 19 32 0.003 19 32 0.000 19 32 0.003 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.081 0.081 0.162

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. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 24 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 25 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.6.1 310319 B19.06 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 10/04/19 Page 26 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

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. APPENDIX

L

Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

Junctions 9 PICADY 9 - Priority Intersection Module Version: 9.5.0.6896 © Copyright TRL Limited, 2018 For sales and distribution information, program advice and maintenance, contact TRL: +44 (0)1344 379777 [email protected] www.trlsoftware.co.uk The users of this computer program for the solution of an engineering problem are in no way relieved of their responsibility for the correctness of the solution

Filename: Ashplatts PICADY Assessment.j9 Path: T:\Clients\13279 BOS, A MRS Ashplatts House (T)\04-Calculations\PICADY Report generation date: 12/04/2019 11:31:08

»2024 Base + Development, AM »2024 Base + Development, PM »2024 Base, AM »2024 Base, PM »2019 Base, AM »2019 Base, PM

Summary of junction performance

AM PM Queue Delay Junction Network Residual Queue Delay Junction Network Residual RFC LOS RFC LOS (PCU) (s) Delay (s) Capacity (PCU) (s) Delay (s) Capacity 2024 Base + Development

Stream B-AC 0.3 9.16 0.21 A 130 % 0.1 9.84 0.09 A 76 % 1.19 0.99 Stream C-AB 0.0 7.16 0.03 A [Stream B-AC] 0.3 9.19 0.21 A [Stream B-AC] 2024 Base

Stream B-AC 0.2 8.86 0.18 A 144 % 0.1 9.78 0.08 A 78 % 1.01 0.86 Stream C-AB 0.0 7.13 0.02 A [Stream B-AC] 0.3 9.06 0.18 A [Stream B-AC] 2019 Base

Stream B-AC 0.2 8.68 0.18 A 155 % 0.1 9.39 0.08 A 90 % 1.06 0.89 Stream C-AB 0.0 7.03 0.02 A [Stream B-AC] 0.2 8.86 0.18 A [Stream B-AC]

There are warnings associated with one or more model runs - see the 'Data Errors and Warnings' tables for each Analysis or Demand Set.

Values shown are the highest values encountered over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand-weighted averages. Network Residual Capacity indicates the amount by which network flow could be increased before a user-definable threshold (see Analysis Options) is met.

1 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

File summary

File Description

Title Location Site number Date 10/04/2019 Version Status (new file) Identifier Client Jobnumber Enumerator DHA\Transport Description

Units Distance units Speed units Traffic units input Traffic units results Flow units Average delay units Total delay units Rate of delay units m kph PCU PCU perHour s -Min perMin

Analysis Options Vehicle Calculate Queue Calculate detailed Calculate residual Residual capacity RFC Average Delay Queue threshold length (m) Percentiles queueing delay capacity criteria type Threshold threshold (s) (PCU) 5.75 ü Delay 0.85 36.00 20.00

Demand Set Summary Time Period Traffic profile Start time Finish time Time segment length ID Scenario name Run automatically name type (HH:mm) (HH:mm) (min) D1 2024 Base + Development AM ONE HOUR 07:15 08:45 15 ü D2 2024 Base + Development PM ONE HOUR 17:00 18:30 15 ü D3 2024 Base AM ONE HOUR 07:15 08:45 15 ü D4 2024 Base PM ONE HOUR 17:00 18:30 15 ü D5 2019 Base AM ONE HOUR 07:15 08:45 15 ü D6 2019 Base PM ONE HOUR 17:00 18:30 15 ü

Analysis Set Details ID Include in report Network flow scaling factor (%) Network capacity scaling factor (%) A1 ü 100.000 100.000

2 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

2024 Base + Development, AM

Data Errors and Warnings Severity Area Item Description Arm C - Major arm For two-way major roads, please interpret results with caution if the total major carriageway width is less than Warning Major arm width geometry 6m.

Junction Network

Junctions Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s) Junction LOS 1 untitled T-Junction Two-way 1.19 A

Junction Network Options Driving side Lighting Network residual capacity (%) First arm reaching threshold Left Normal/unknown 130 Stream B-AC

Arms

Arms Arm Name Description Arm type A A264 Holtye Road East Major B Greenhurst Drive Minor C A264 Holtye Road West Major

Major Arm Geometry Arm Width of carriageway (m) Has kerbed central reserve Has right turn bay Visibility for right turn (m) Blocks? Blocking queue (PCU) C 5.60 75.0 ü 1.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry Arm Minor arm type Lane width (m) Visibility to left (m) Visibility to right (m) B One lane 2.80 16 14

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts Slope Slope Slope Slope Intercept Junction Stream for for for for (PCU/hr) A-B A-C C-A C-B 1 B-A 480 0.089 0.225 0.141 0.321 1 B-C 620 0.097 0.244 - - 1 C-B 617 0.243 0.243 - - The slopes and intercepts shown above do NOT include any corrections or adjustments. Streams may be combined, in which case capacity will be adjusted. Values are shown for the first time segment only; they may differ for subsequent time segments.

3 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

Traffic Demand

Demand Set Details Time Period Traffic profile Start time Finish time Time segment length ID Scenario name Run automatically name type (HH:mm) (HH:mm) (min) D1 2024 Base + Development AM ONE HOUR 07:15 08:45 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%) A ONE HOUR ü 407 100.000 B ONE HOUR ü 94 100.000 C ONE HOUR ü 305 100.000

Origin-Destination Data Demand (PCU/hr) To A B C A 0 3 404 From B 5 0 89 C 292 13 0

Vehicle Mix Heavy Vehicle Percentages To A B C A 0 0 2 From B 0 0 0 C 3 0 0

Results

Results Summary for whole modelled period Average Demand Total Junction Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS (PCU/hr) Arrivals (PCU) B-AC 0.21 9.16 0.3 A 86 129 C-AB 0.03 7.16 0.0 A 12 18 C-A 268 402 A-B 3 4 A-C 371 556

4 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

Main Results for each time segment

07:15 - 07:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 71 18 533 0.133 70 0.0 0.2 7.774 A C-AB 10 2 547 0.018 10 0.0 0.0 6.705 A C-A 220 55 220 A-B 2 0.56 2 A-C 304 76 304

07:30 - 07:45 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 85 21 517 0.163 84 0.2 0.2 8.306 A C-AB 12 3 534 0.022 12 0.0 0.0 6.893 A C-A 262 66 262 A-B 3 0.67 3 A-C 363 91 363

07:45 - 08:00 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 103 26 496 0.209 103 0.2 0.3 9.152 A C-AB 15 4 517 0.028 15 0.0 0.0 7.161 A C-A 321 80 321 A-B 3 0.83 3 A-C 445 111 445

08:00 - 08:15 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 103 26 496 0.209 103 0.3 0.3 9.164 A C-AB 15 4 517 0.028 15 0.0 0.0 7.164 A C-A 321 80 321 A-B 3 0.83 3 A-C 445 111 445

08:15 - 08:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 85 21 517 0.163 85 0.3 0.2 8.325 A C-AB 12 3 534 0.022 12 0.0 0.0 6.896 A C-A 262 66 262 A-B 3 0.67 3 A-C 363 91 363

08:30 - 08:45 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 71 18 533 0.133 71 0.2 0.2 7.801 A C-AB 10 2 547 0.018 10 0.0 0.0 6.708 A C-A 220 55 220 A-B 2 0.56 2 A-C 304 76 304

5 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

2024 Base + Development, PM

Data Errors and Warnings Severity Area Item Description Arm C - Major arm For two-way major roads, please interpret results with caution if the total major carriageway width is less than Warning Major arm width geometry 6m.

Junction Network

Junctions Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s) Junction LOS 1 untitled T-Junction Two-way 0.99 A

Junction Network Options Driving side Lighting Network residual capacity (%) First arm reaching threshold Left Normal/unknown 76 Stream B-AC

Traffic Demand

Demand Set Details Time Period Traffic profile Start time Finish time Time segment length ID Scenario name Run automatically name type (HH:mm) (HH:mm) (min) D2 2024 Base + Development PM ONE HOUR 17:00 18:30 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%) A ONE HOUR ü 728 100.000 B ONE HOUR ü 33 100.000 C ONE HOUR ü 401 100.000

Origin-Destination Data Demand (PCU/hr) To A B C A 0 3 725 From B 2 0 31 C 321 80 0

Vehicle Mix Heavy Vehicle Percentages To A B C A 0 0 0 From B 0 0 0 C 1 0 0

6 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

Results

Results Summary for whole modelled period Average Demand Total Junction Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS (PCU/hr) Arrivals (PCU) B-AC 0.09 9.84 0.1 A 30 45 C-AB 0.21 9.19 0.3 A 82 123 C-A 286 429 A-B 3 4 A-C 665 998

Main Results for each time segment

17:00 - 17:15 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 25 6 469 0.053 25 0.0 0.1 8.095 A C-AB 64 16 514 0.124 63 0.0 0.1 7.982 A C-A 238 59 238 A-B 2 0.56 2 A-C 546 136 546

17:15 - 17:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 30 7 441 0.067 30 0.1 0.1 8.743 A C-AB 79 20 503 0.157 79 0.1 0.2 8.482 A C-A 281 70 281 A-B 3 0.67 3 A-C 652 163 652

17:30 - 17:45 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 36 9 402 0.090 36 0.1 0.1 9.834 A C-AB 103 26 496 0.209 103 0.2 0.3 9.168 A C-A 338 85 338 A-B 3 0.83 3 A-C 798 200 798

17:45 - 18:00 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 36 9 402 0.090 36 0.1 0.1 9.841 A C-AB 103 26 496 0.209 103 0.3 0.3 9.187 A C-A 338 85 338 A-B 3 0.83 3 A-C 798 200 798

7 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

18:00 - 18:15 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 30 7 441 0.067 30 0.1 0.1 8.752 A C-AB 79 20 504 0.157 79 0.3 0.2 8.506 A C-A 281 70 281 A-B 3 0.67 3 A-C 652 163 652

18:15 - 18:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 25 6 469 0.053 25 0.1 0.1 8.106 A C-AB 64 16 514 0.124 64 0.2 0.2 8.011 A C-A 238 59 238 A-B 2 0.56 2 A-C 546 136 546

8 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

2024 Base, AM

Data Errors and Warnings Severity Area Item Description Arm C - Major arm For two-way major roads, please interpret results with caution if the total major carriageway width is less than Warning Major arm width geometry 6m.

Junction Network

Junctions Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s) Junction LOS 1 untitled T-Junction Two-way 1.01 A

Junction Network Options Driving side Lighting Network residual capacity (%) First arm reaching threshold Left Normal/unknown 144 Stream B-AC

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D3 2024 Base AM ONE HOUR 07:15 08:45 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%) A ONE HOUR ü 406 100.000 B ONE HOUR ü 83 100.000 C ONE HOUR ü 301 100.000

Origin-Destination Data Demand (PCU/hr) To A B C A 0 2 404 From B 4 0 79 C 292 9 0

Vehicle Mix Heavy Vehicle Percentages To A B C A 0 0 2 From B 0 0 0 C 3 0 0

9 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

Results

Results Summary for whole modelled period Average Demand Total Junction Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS (PCU/hr) Arrivals (PCU) B-AC 0.18 8.86 0.2 A 76 114 C-AB 0.02 7.13 0.0 A 8 12 C-A 268 402 A-B 2 3 A-C 371 556

Main Results for each time segment

07:15 - 07:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 62 16 534 0.117 62 0.0 0.1 7.619 A C-AB 7 2 546 0.012 7 0.0 0.0 6.679 A C-A 220 55 220 A-B 2 0.38 2 A-C 304 76 304

07:30 - 07:45 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 75 19 519 0.144 74 0.1 0.2 8.098 A C-AB 8 2 533 0.015 8 0.0 0.0 6.865 A C-A 262 66 262 A-B 2 0.45 2 A-C 363 91 363

07:45 - 08:00 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 91 23 498 0.184 91 0.2 0.2 8.847 A C-AB 10 3 515 0.019 10 0.0 0.0 7.132 A C-A 321 80 321 A-B 2 0.55 2 A-C 445 111 445

08:00 - 08:15 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 91 23 498 0.184 91 0.2 0.2 8.855 A C-AB 10 3 515 0.019 10 0.0 0.0 7.132 A C-A 321 80 321 A-B 2 0.55 2 A-C 445 111 445

10 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

08:15 - 08:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 75 19 519 0.144 75 0.2 0.2 8.112 A C-AB 8 2 533 0.015 8 0.0 0.0 6.868 A C-A 262 66 262 A-B 2 0.45 2 A-C 363 91 363

08:30 - 08:45 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 62 16 534 0.117 63 0.2 0.1 7.639 A C-AB 7 2 546 0.012 7 0.0 0.0 6.680 A C-A 220 55 220 A-B 2 0.38 2 A-C 304 76 304

11 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

2024 Base, PM

Data Errors and Warnings Severity Area Item Description Arm C - Major arm For two-way major roads, please interpret results with caution if the total major carriageway width is less than Warning Major arm width geometry 6m.

Junction Network

Junctions Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s) Junction LOS 1 untitled T-Junction Two-way 0.86 A

Junction Network Options Driving side Lighting Network residual capacity (%) First arm reaching threshold Left Normal/unknown 78 Stream B-AC

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D4 2024 Base PM ONE HOUR 17:00 18:30 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%) A ONE HOUR ü 727 100.000 B ONE HOUR ü 29 100.000 C ONE HOUR ü 391 100.000

Origin-Destination Data Demand (PCU/hr) To A B C A 0 2 725 From B 2 0 27 C 321 70 0

Vehicle Mix Heavy Vehicle Percentages To A B C A 0 0 0 From B 0 0 0 C 1 0 0

12 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

Results

Results Summary for whole modelled period Average Demand Total Junction Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS (PCU/hr) Arrivals (PCU) B-AC 0.08 9.78 0.1 A 27 40 C-AB 0.18 9.06 0.3 A 71 106 C-A 288 432 A-B 2 3 A-C 665 998

Main Results for each time segment

17:00 - 17:15 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 22 5 467 0.047 22 0.0 0.0 8.074 A C-AB 56 14 510 0.109 55 0.0 0.1 7.901 A C-A 239 60 239 A-B 2 0.38 2 A-C 546 136 546

17:15 - 17:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 26 7 439 0.059 26 0.0 0.1 8.707 A C-AB 68 17 498 0.137 68 0.1 0.2 8.383 A C-A 283 71 283 A-B 2 0.45 2 A-C 652 163 652

17:30 - 17:45 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 32 8 400 0.080 32 0.1 0.1 9.772 A C-AB 89 22 487 0.182 89 0.2 0.3 9.042 A C-A 342 85 342 A-B 2 0.55 2 A-C 798 200 798

17:45 - 18:00 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 32 8 400 0.080 32 0.1 0.1 9.776 A C-AB 89 22 487 0.182 89 0.3 0.3 9.056 A C-A 342 85 342 A-B 2 0.55 2 A-C 798 200 798

13 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

18:00 - 18:15 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 26 7 439 0.059 26 0.1 0.1 8.713 A C-AB 68 17 498 0.137 69 0.3 0.2 8.402 A C-A 283 71 283 A-B 2 0.45 2 A-C 652 163 652

18:15 - 18:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 22 5 467 0.047 22 0.1 0.0 8.083 A C-AB 56 14 511 0.109 56 0.2 0.1 7.924 A C-A 239 60 239 A-B 2 0.38 2 A-C 546 136 546

14 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

2019 Base, AM

Data Errors and Warnings Severity Area Item Description Arm C - Major arm For two-way major roads, please interpret results with caution if the total major carriageway width is less than Warning Major arm width geometry 6m.

Junction Network

Junctions Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s) Junction LOS 1 untitled T-Junction Two-way 1.06 A

Junction Network Options Driving side Lighting Network residual capacity (%) First arm reaching threshold Left Normal/unknown 155 Stream B-AC

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D5 2019 Base AM ONE HOUR 07:15 08:45 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%) A ONE HOUR ü 377 100.000 B ONE HOUR ü 83 100.000 C ONE HOUR ü 280 100.000

Origin-Destination Data Demand (PCU/hr) To A B C A 0 2 375 From B 4 0 79 C 271 9 0

Vehicle Mix Heavy Vehicle Percentages To A B C A 0 0 2 From B 0 0 0 C 3 0 0

15 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

Results

Results Summary for whole modelled period Average Demand Total Junction Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS (PCU/hr) Arrivals (PCU) B-AC 0.18 8.68 0.2 A 76 114 C-AB 0.02 7.03 0.0 A 8 12 C-A 249 373 A-B 2 3 A-C 344 516

Main Results for each time segment

07:15 - 07:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 62 16 540 0.116 62 0.0 0.1 7.530 A C-AB 7 2 551 0.012 7 0.0 0.0 6.617 A C-A 204 51 204 A-B 2 0.38 2 A-C 282 71 282

07:30 - 07:45 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 75 19 526 0.142 74 0.1 0.2 7.979 A C-AB 8 2 539 0.015 8 0.0 0.0 6.787 A C-A 244 61 244 A-B 2 0.45 2 A-C 337 84 337

07:45 - 08:00 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 91 23 506 0.181 91 0.2 0.2 8.672 A C-AB 10 3 522 0.019 10 0.0 0.0 7.031 A C-A 298 75 298 A-B 2 0.55 2 A-C 413 103 413

08:00 - 08:15 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 91 23 506 0.181 91 0.2 0.2 8.681 A C-AB 10 3 522 0.019 10 0.0 0.0 7.034 A C-A 298 75 298 A-B 2 0.55 2 A-C 413 103 413

16 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

08:15 - 08:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 75 19 526 0.142 75 0.2 0.2 7.992 A C-AB 8 2 539 0.015 8 0.0 0.0 6.787 A C-A 244 61 244 A-B 2 0.45 2 A-C 337 84 337

08:30 - 08:45 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 62 16 540 0.116 63 0.2 0.1 7.553 A C-AB 7 2 551 0.012 7 0.0 0.0 6.620 A C-A 204 51 204 A-B 2 0.38 2 A-C 282 71 282

17 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

2019 Base, PM

Data Errors and Warnings Severity Area Item Description Arm C - Major arm For two-way major roads, please interpret results with caution if the total major carriageway width is less than Warning Major arm width geometry 6m.

Junction Network

Junctions Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s) Junction LOS 1 untitled T-Junction Two-way 0.89 A

Junction Network Options Driving side Lighting Network residual capacity (%) First arm reaching threshold Left Normal/unknown 90 Stream B-AC

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D6 2019 Base PM ONE HOUR 17:00 18:30 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%) A ONE HOUR ü 675 100.000 B ONE HOUR ü 29 100.000 C ONE HOUR ü 368 100.000

Origin-Destination Data Demand (PCU/hr) To A B C A 0 2 673 From B 2 0 27 C 298 70 0

Vehicle Mix Heavy Vehicle Percentages To A B C A 0 0 0 From B 0 0 0 C 1 0 0

18 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

Results

Results Summary for whole modelled period Average Demand Total Junction Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS (PCU/hr) Arrivals (PCU) B-AC 0.08 9.39 0.1 A 27 40 C-AB 0.18 8.86 0.2 A 70 105 C-A 268 401 A-B 2 3 A-C 618 926

Main Results for each time segment

17:00 - 17:15 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 22 5 477 0.046 22 0.0 0.0 7.897 A C-AB 55 14 518 0.107 55 0.0 0.1 7.773 A C-A 222 55 222 A-B 2 0.38 2 A-C 507 127 507

17:15 - 17:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 26 7 451 0.058 26 0.0 0.1 8.460 A C-AB 68 17 506 0.134 68 0.1 0.2 8.223 A C-A 263 66 263 A-B 2 0.45 2 A-C 605 151 605

17:30 - 17:45 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 32 8 415 0.077 32 0.1 0.1 9.387 A C-AB 87 22 494 0.177 87 0.2 0.2 8.844 A C-A 318 79 318 A-B 2 0.55 2 A-C 741 185 741

17:45 - 18:00 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 32 8 415 0.077 32 0.1 0.1 9.391 A C-AB 87 22 494 0.177 87 0.2 0.2 8.857 A C-A 318 79 318 A-B 2 0.55 2 A-C 741 185 741

19 Generated on 12/04/2019 11:32:09 using Junctions 9 (9.5.0.6896)

18:00 - 18:15 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 26 7 451 0.058 26 0.1 0.1 8.467 A C-AB 68 17 506 0.134 68 0.2 0.2 8.239 A C-A 263 66 263 A-B 2 0.45 2 A-C 605 151 605

18:15 - 18:30 Total Demand Junction Capacity Throughput Start queue End queue Unsignalised Stream RFC Delay (s) (PCU/hr) Arrivals (PCU) (PCU/hr) (PCU/hr) (PCU) (PCU) level of service B-AC 22 5 477 0.046 22 0.1 0.0 7.905 A C-AB 55 14 518 0.107 55 0.2 0.1 7.795 A C-A 222 55 222 A-B 2 0.38 2 A-C 507 127 507

20 FIGURE

1

263 267 272 9 A264 Holtye Road West A264 Holtye Road East 449 371 368 81 4 3

85 12 Greenhurst Drive Greenhurst

ASHPLATS HOUSE, EAST GRINSTEAD FIG

2019 Base 1

AM Peak FIGURE

2

296 298 366 70 A264 Holtye Road West A264 Holtye Road East 697 672 670 27 2 2

29 72 Greenhurst Drive Greenhurst

ASHPLATS HOUSE, EAST GRINSTEAD FIG

2019 Base 2

PM Peak FIGURE

3

271 275 280 9 A264 Holtye Road West A264 Holtye Road East 453 377 375 79 4 2

83 11 Greenhurst Drive Greenhurst

ASHPLATS HOUSE, EAST GRINSTEAD FIG

2019 Base (PCU) 3

AM Peak FIGURE

4

298 300 368 70 A264 Holtye Road West A264 Holtye Road East 700 675 673 27 2 2

29 72 Greenhurst Drive Greenhurst

ASHPLATS HOUSE, EAST GRINSTEAD FIG

2019 Base (PCU) 4

PM Peak FIGURE

5

292 296 301 9 A264 Holtye Road West A264 Holtye Road East 483 406 404 79 4 2

83 11 Greenhurst Drive Greenhurst

ASHPLATS HOUSE, EAST GRINSTEAD FIG

2024 Base (PCU) 5

AM Peak FIGURE

6

321 323 391 70 A264 Holtye Road West A264 Holtye Road East 752 727 725 27 2 2

29 72 Greenhurst Drive Greenhurst

ASHPLATS HOUSE, EAST GRINSTEAD FIG

2024 Base (PCU) 6

PM Peak FIGURE

7

1 4 4 A264 Holtye Road West A264 Holtye Road East 11 0

11 1 0

12 4 Greenhurst Drive Greenhurst

ASHPLATS HOUSE, EAST GRINSTEAD FIG

Development Traffic 7

AM Peak FIGURE

8

0 10 10 A264 Holtye Road West A264A264 HoltyeHoltye RoadRoad EastEast 4 1

4 0 1

4 11

Greenhurst Drive Drive GreenhurstGreenhurst

ASHPLATS HOUSE, EAST GRINSTEAD FIG

Development Traffic 8

PM Peak FIGURE

9

292 297 305 13 A264 Holtye Road West A264 Holtye Road East 494 407 404 89 5 3

94 15 Greenhurst Drive Greenhurst

ASHPLATS HOUSE, EAST GRINSTEAD FIG

2024 Base (PCU) + Development 9

AM Peak FIGURE

10

321 324 401 80 A264 Holtye Road West A264 Holtye Road East 756 728 725 31 2 3

33 83 Greenhurst Drive Greenhurst

ASHPLATS HOUSE, EAST GRINSTEAD FIG

2024 Base (PCU) + Development 10

PM Peak