TRAFFIC - City of Yarra · 2019-06-16 · AM Peak 8.1 AM-8:00 PM Peak SAO 1.-.00 INA

AM 8:00 PM 17 00

Peakhour 8 00 AM-9 00 AM AM: 5:00 PM-6:00 PM PM:

ROW and Scotchmer St. Fitzroy Friday, 2 September 2016

Weather: Overcast Suburban: Fitzroy Customer: General

Survey Start

inr TRAFFIC AM. " 903 4*, B SURVEY 3 s >on a.

Proove MO VD .11 • .s■ ∎100002102 so OW

QUALITY ENDORSED COMPANY BY AS/NZS ISO 9001:2008

°HAS SYSTEM CERTIFIED TO ASINZS ISO 4801:2001

TURNING MOVEMENT SURVEY

Time East Approach Scotchmer St South Approach ROW West Approach Scotchmer St Hourly Total Period Start Period End U WB L U R L U R EB Hour Peak

8 00 8_15 0 74 0 0 0 0 0 0 71 606 Peak

815 8:30 0 71 1 0 0 0 0 0 91 461

8:30 8 45 0 73 1 0 0 1 0 0 75 298

8 45 9:00 0 69 0 0 1 0 0 0 78 148

17:00 17:15 0 80 0 0 0 0 0 0 81 662 Peak

17:15 17.30 0 97 1 0 0 0 0 0 102 501

17:30 17'45 0 88 0 0 1 0 0 1 51 301

17:45 18:00 0 94 0 0 0 0 0 0 66 160

Peak Time East Ap roach Scotchmer St South Approach ROW West Ap roach Scotchmer St Peak total Period Start Period End U WB L U R L U R EB

8 00 9:00 0 287 2 0 1 1 0 0 315 606 17:00 18:00 0 359 1 0 1 0 0 1 300 662

Graphic

North

Sco

tch

me

r S

t

AM Peak 8.00 AM-9:00 AM

PM Peak 500 PM-6:00 PM

)S J

ew

yoz

oos

ROW

AM Peak 8.1 AM-8:00

PM Peak SAO 1.-.00 INA <=1

1(

Egnmont St

S

Scotc

hm

er

St

owl" TRAFFIC MN III .24 NM 91 MAIN

W III SURVEY G ware

QUALITY ENDORSED COMPANY BY AS1125 ISO 8001 2008

01465 SYSTEM CERTIFIED TO ASTMS ISO 4801.2001

TURNING MOVEMENT SURVEY Bikenhead St and Scotchmer St, Fitzroy Friday. 2 September 2016


Survey Start

Peakhour

AM: 8:00 AM-9:00 AM

PM

5.00 PM-6.00 PM

AM. 8.00 PM

17:00

Time North Approach Bikenhead St East Approach Scotchmer St South Approach Egremont St West Approach Scotchmer St Hourir Hour

Total Peak Period Start Period End U R SB L U R WB L U R NB L U R EB L

800 8:15 0 3 0 3 0 3 73 0 0 1 0 o 0 o 63 1 619 Peak

8:15 8:30 0 2 0 3 0 1 70 0 o 1 1 1 0 0 87 2 472

800 8:45 0 1 0 7 0 1 72 0 0 2 0 3 0 0 75 2 304

8A5 9:00 0 o 0 2 0 2 82 0 0 1 0 0 o 0 74 0 141

17:00 17 15 0 4 0 1 0 2 80 0 0 0 0 0 0 88 2 890 Peak

17:15 17:30 0 2 o 1 0 4 92 0 0 0 0 1 2 0 0 92 3 512

17:30 17:45 0 0 0 6 0 4 94 0 0 0 1 1 0 0 54 4 316

17:45 18:00 0 1 0 2 0 3 80 0 0 2 1 2 0 0 61 0 152

Peak Time North Approach Bikenhead St East Approach Scotchmer St South Approach Egremont St West Approach Scotchmer St Peak total Period Start Period End U R SB L U R WB L U R NB L U R ES L

8.00 9110 0 6 0 15 0 7 277 0 0 5 4 0 0 299 5 619 17 00 18 00 0 7 0 10 0 13 346 0 0 2 1 2 6 0 0 295 9 690

Bikenhead St

0 h 0 15

7 0 0

4 North

• mivy TRAFFIC oR,044.4.44.4

4,9 MiP SURVEY • QUALITY ENDORSED COMPANY BY AS.142S ISO 9001 2008

I, G. G °HAS SYS,eM CERTIFIED TO AS2425150 4801 2001

TURNING MOVEMENT SURVEY St Georges Rd and Scotchmer St, Fitzroy Friday. 2 September 2016

Weather: Overcast Suburban: Fitzroy Customer. General

Survey Start

AM.

8b0 PM. 17:00

Peakhour

AM: 8:00 AM-900 AM PM: 5.00 PM-6.00 PM

Time Period End

North U

Approach R

St Georges SB

Rd L

East U

Approach R

Scotchmer WB

St L

South U

Approach R

St Georges NB

Rd L

West U

Approach R

Scotchmer EB

St L

Hourl Hour

r Total Peak Period Start

8:00 8:15 0 9 202 16 0 12 53 6 0 3 76 1 0 0 46 12 1843 Peak

8:15 8:30 0 6 201 34 0 1 40 12 0 5 53 2 0 10

0

73 1 1395

8:30 8:45 0 9 201 34 0 14 49 6 0 4 98 1 0 15 55 21 937

8:45 900 0 5 174 26 0 15 39 12 0 6 68 3 0 10 57 15 430

17.00 17:15 0 9 108 10 0 22 55 9 0 7 158 12 0 _ 14 _ 55 19 1920 Peak

17:15 1730 0 11 137 7 0 13 59 8 0 8 149 9 0 9 81 23 1442

17:30 1745 0 10 113 11 0 22 60 7 0 4 181 8 0 9 57 16 948

17:45 18:00 0 15 109 12 0 13 56 9 0 3 154 7 0 4 46 22 450

Peak Time East Approach Scotchmer St South Approach St Georges Rd West Approach Scotchmer St Peak Period Start Period End U R SB L U R W8 L U R NBL U R EB L total

8.00 9.00 0 29

North Approach St Georges Rd

778 110 0 52 181 36 0 18 295 7 0 45 233 59 1843 17 00 18:00 0 45 467 40 0 70 230 33 0 22 642 36 0 36 219 80 1920

Gaptic St Georges Rd

0 29 778 110 0 4S 467 40

40'4 North

Se

etc

hm

er

St

3 2

AM Peak 8 00 AN, 9:00 AM

PTA Peak 8:00 PM-6,00

tS A

st.P

ion

lJ o , 795 18

St Georges Rd

Survey Start

AM 8:00 PM. 1700

Peakhour 8'.00 AM-9:00 AM AM: 500 PM-6:00 PM PM:

TURNING MOVEMENT SURVEY Best St and Scotchmer St. Fitzroy Friday. 2 September 2016

Weather: Overcast Fitzroy Suburban: General Customer:

BiryTRAFFIC

:NENDORSED COMPANY BY ASNIS iS0 9001 2006

SURVEY •

W00% .■∎ 0405 SYSTEM CERTIFIED TO AS1129 SO 4•801 2001

Time North Approach *mkt St East Approach Scotchmer St South Approach Best St West Approach Scotchmer St Hoed r Total Period Start Period End U R SB L U R WB L U R NB L U R EB L Hour Peak

8:00 8:15 0 3 0 1 0 0 62 0 0 7 0 7 0 0 ea 4 644 Peak

8:15 810 0 1 0 8 0 1 51 0 0 1 1 18 0 0 91 2 494

8:30 8:45 0 0 0 3 0 1 55 0 0 10 0 17 0 0 73 2 322

8:45 9:00 0 1 0 4 0 0 58 0 0 7 1 14 0 0 73 5 161

17:00 17.15 0 5 0 5 0 1 70 0 0 10 5 5 0 0 74 8 738 Peak

17:15 17:30 0 2 0 3 0 2 79 0 0 7 1 17 0 0 93 8 557

17:30 17:45 0 5 0 4 0 3 74 0 0 15 2 8 0 0 47 5 345

17:45 18:00 0 2 0 3 0 5 82 0 0 13 o 11 0 0 62 4 182

Peak Time North Approach Best St East Approach Scotchmer St South Approach Best St West Approach Scotchmer St Peak

total Period Start Period End U R SB L U R WB L U R NB L U R EB L 8.00 9:00 0 5 0 14 0 2 224 0 a 25 2 56 0 0 303 13 644

17.00 18:00 0 14 0 15 0 11 305 0 0 45 8 41 0 0 276 23 736

Graphic Best St

0 5 0 14 0 15

0' 4 North

= AM PAM am AM•9 00 AM

PM Peak SAO PM-.1.0

0 56 2 25

Bost St

B

Survey Start

AM:

8 00

PM.

1700

Peakhour AM

8:00 AM-9 00 AM PM

5.00 PM-6 00 PM

ROW and Tranmere St. Fitzroy Friday, 2 September 2016


ti

AM Peak 8:00 AM-9:00 AM

PM Peak 5:00 PM-6:00 PM

0 0 1: 72/6

0 0 1.121)

1.1r BVItir TRAFFIC 4e.,• 4). Ne4g

QUALITY ENDORSED COMPANY BY ASINZS ISO 9001:2008

• -c.e 01131114 • Gat 1100 IV t2 SO OH&S SYSTEM CERTIFIED TO AS/NZS ISO 4801:2001


Time North Approach ROW East Approach Tranmere St West Ap )roach Tranmere St Hourly Total Period Start Period End U R L U R WB U EB L Hour Peak

8:00 8:15 0 0 0 0 0 4 0 4 0 63 Peak

8:15 8:30 0 0 0 0 0 10 0 4 0 55

8:30 8:45 0 0 0 0 0 12 0 5 0 41

8:45 9:00 0 0 0 0 0 17 0 7 0 2A

17.00 17:15 0 0 0 0 0 12 0 2 0 56 Peak

17:15 17.30 0 0 0 0 0 6 0 6 0 42

17'30 1745 0 0 0 0 0 11 0 5 0 30

17.45 18'00 3 0 0 0 0 9 0 5 0 14

Peak Time North Approach ROW East Approach Tranmere St West Approach Tranmere St Peak total Period Start Period End U R L U R WB U EB L

8'00 9.00 0 0 0 0 C 43 C 20 3 63 17:00 18:00 0 0 0 0 C 38 C 18 0 56

Graphic ROW

Tra

nm

ere

St

n aJ

aw

ueki

Survey Start AM 8 DC PM 17 00

Peakhour 8 00 AM-9 00 AM AM 5:00 PM-6:00 PM PM

St Georges Rd and Best St. Fitzroy Friday, 2 September 2016


BVY QUALITY ENDORSED COMPANY BY ASINZS ISO 9001:2008 ♦ G- G- ON&S SYSTEM CERTIFIED TO AS/NIS ISO 4801:2001


Time North Approach St Georges Rd South Ap roach St Georges Rd West Approach Best St Hourly Total Period Start Period End U R SB U NB L U R L Hour Peak

8.00 815 0 5 212 0 80 8 0 0 0 1223 Peak

8 15 8 30 0 16 209 0 60 12 0 0 0 918

8 30 8 45 0 13 209 0 103 12 0 0 0 621

8:45 9 00 0 10 185 0 77 12 0 0 0 284

17 00 17 15 0 10 122 0 177 13 0 0 0 1302 Peak

17:15 1710 0 6 149 0 166 19 0 0 0 980

17:30 17 45 0 4 123 0 193 17 0 0 0 640

17:45 18.00 0 7 114 0 164 18 0 0 0 303

Peak Time North Approach St Georges Rd South Ap roach St Georges Rd West Approach Best St Peak total Period Start Period End U R SB U NB L U R L

8:00 9 00 0 44 815 0 320 44 0 C 0 1223 17 00 18 CO C 27 508 0 700 67 0 0 0 1302

Graph ic

St Georges Rd

0 44

27

515 0 508

North

0 0

rt crt

AM Pea k 8:00 AM-9:00 AM

PM Peak 5:00 PM-6:00 PM

0 44 320

O 67 700

St Georges Rd

Weekly Vehicle Counts

WeeklyVehicle-4449 Site: 18001001.0.0NS Description: ROW ADJACENT No.114 SCOTCHMER ST & ROW INTERSECTION FITZROY NORTH Filter time: 0:00 Monday, 5 February 2018 => 0:00 Monday, 12 February 2018 Scheme: Vehicle classification (AustRoads94) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(N) Sp(0,150) Headway(>0)

Hour 0000-0100

Mon 05 Feb

0

Tue 06 Feb

0

Wed 07 Feb

0

Thu 08 Feb

0

Fri 09 Feb

0

Sat Sun Averages 1 - 5 1

0.0

- 7

0.0

10 Feb

0

11 Feb

0 I 0100-0200 0 0 0 0 0 0 o I 0.0 0.0 0200-0300 0 0 0 0 0 0 0 I 0.0 0.0 0300-0400 0 0 0 0 0 0 0 I 0.0 0.0 0400-0500 0 0 0 0 0 0 0 I 0.0 0.0 0500-0600 0 0 0 0 0 0 0 I 0.0 0.0 0600-0700 0 0 0 0 0 0 0 I 0.0 0.0 0700-0800 0 0 0 0 1< 0 0 I 0.2 0.1 0800-0900 0 0 0 0 0 1< 0 I 0.0 0.1 0900-1000 0 0 0 0 0 0 1<1 0.0 0.1 1000-1100 0 0 1< 0 0 0 0 1 0.2< 0.1< 1100-1200 0< 0< 0 0< 0 0 0 1 0.0 0.0 1200-1300 0 0 0 0 0 0 1 0.0 0.1 1300-1400 0 0 0 1 1 0 2 0.4 0.6 1400-1500 0 0 0 0 0 0 0 0.0 0.0 1500-1600 0 1 0 0 0 1 0 0.2 0.3 1600-1700 0 1 0 0 0 1 0 0.2 0.3 1700-1800 1 0 0 0 0 0 1 0.2 0.3 1800-1900 1< 0 1 0 1 0 1 0.6 0.6 1900-2000 0 0 0 0 1 0 0 0.2 0.1 2000-2100 0 1 0 0 0 0 0 0.2 0.1 2100-2200 0 1 0 0 0 0 2<1 0.2 0.4 2200-2300 0 1< 1< 0 2< 1 0 0.8< 0.7< 2300-2400 0 0 0 2< 0 2< 0 0.4 0.6

Totals

0700-1900 2 2 2 1 3 3 6 2.0 2.7 0600-2200 2 4 2 1 4 3 8 2.6 3.4 0600-0000 2 5 3 3 6 6 8 3.8 4.7 0000-0000 2 5 3 3 6 6 8 3.8 4.7

AM Peak 1100 1100 1000 1100 0700 0800 0900 0 0 1 0 1 1 1

PM Peak 1800 2200 2200 2300 2200 2300 2100 1 1 1 2 2 2 2

* - No data.


WeeklyVehicle-4449 Site: 18001001 0 ONS Description: ROW ADJACENT No.114 SCOTCHMER ST & ROW INTERSECTION FITZROY NORTH Filter time: 0:00 Monday, 5 February 2018 => 0:00 Monday, 12 February 2018 Scheme: Vehicle classification (AustRoads94) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(S) Sp(0,150) Headway(>0)

Hour

Mon 05 Feb

Tue 06 Feb

Wed 07 Feb

Thu 08 Feb

Fri 09 Feb

Sat Sun Averages 1 - 5 1 - 7 10 Feb 11 Feb

0000-0100 0 0 0 0 0 0 0 I 0.0 0.0 0100-0200 0 0 0 0 0 0 0 I 0.0 0.0 0200-0300 0 0 0 0 0 0 0 I 0.0 0.0 0300-0400 0 0 0 0 0 0 0 I 0.0 0.0 0400-0500 0 0 0 0 0 0 0 1 0.0 0.0 0500-0600 0 0 0 0 0 0 0 I 0.0 0.0 0600-0700 0 0 0 0 0 0 0 I 0.0 0.0 0700-0800 1 1 0 0 1< 0 0 I 0.6 0.4 0800-0900 0 1 1< 0 0 0 0 I 0.4 0.3 0900-1000 1< 0 0 1 0 0 0 I 0.4 0.3 1000-1100 0 4< 0 1< 0 0 0 I 1.0< 0.7< 1100-1200 0 1 0 0 0 0< 0<1 0.2 0.1 1200-1300 0 0 0 0 0 0 0 I 0.0 0.0 1300-1400 0 0 1 0 0 1 1 I 0.2 0.4 1400-1500 0 0 0 0 0 0 0 1 0.0 0.0 1500-1600 0 0 0 0 0 1 0 I 0.0 0.1 1600-1700 1< 0 0 1 0 1 1 I 0.4 0.6 1700-1800 0 1 0 2< 0 1 1 I 0.6 0.7< 1800-1900 0 0 0 0 0 1< 0 I 0.0 0.1 1900-2000 0 0 0 0 0 0 0 I 0.0 0.0 2000-2100 0 1< 0 0 0 0 1<1 0.2 0.3 2100-2200 0 0 2< 0 1 0 0 I 0.6< 0.4 2200-2300 0 0 0 0 1 0 0 I 0.2 0.1 2300-2400 0 0 0 0 1< 0 0 I 0.2 0.1

Totals

0700-1900 3 8 2 5 1 5 3 3.8 3.9 0600-2200 :, 9 4 5 2 5 4 4.6 4.6 0600-0000 3 9 4 5 4 5 4 5.0 4.9 0000-0000 3 9 4 5 4 5 4 5.0 4.9

AM Peak 0900 1000 0800 1000 0700 1100 1100 1 4 1 1 1 0 0

PM Peak 1600 2000 2100 1700 2300 1800 2000 1 1 2 2 1 1 1

* - No data.


WeeklyVehicle-4449 Site: 18001001.0.0NS Description: ROW ADJACENT No.114 SCOTCHMER ST & ROW INTERSECTION FITZROY NORTH Filter time: 0:00 Monday, 5 February 2018 => 0:00 Monday, 12 February 2018 Scheme: Vehicle classification (AustRoads94) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(NS) Sp(0,150) Headway(>0)

Hour

Mon 05 Feb

Tue 06 Feb

Wed 07 Feb

Thu 08 Feb

Fra. 09 Feb

Sat Sun Averages 1 - 5 1 - 7 10 Feb 11 Feb

0000-0100 0 0 0 0 0 0 0 I 0.0 0.0 0100-0200 0 0 0 0 0 0 0 1 0.0 0.0 0200-0300 0 0 0 0 0 0 0 I 0.0 0.0 0300-0400 0 0 0 0 0 0 0 I 0.0 0.0 0400-0500 0 0 0 0 0 0 0 I 0.0 0.0 0500-0600 0 0 0 0 0 0 0 I 0.0 0.0 0600-0700 0 0 0 0 0 0 0 I 0.0 0.0 0700-0800 1 1 0 0 2< 0 0 I 0.8 0.6 0800-0900 0 1 1 0 0 1< 0 I 0.4 0.4 0900-1000 1< 0 0 1 0 0 1<1 0.4 0.4 1000-1100 0 4< 1< 1< 0 0 0 I 1.2< 0.9< 1100-1200 0 1 0 0 0 0 0 I 0.2 0.1 1200-1300 0 0 0 0 0 0 1 1 0.0 0.1 1300-1400 0 0 1 1 1 1 3<1 0.6 1.0 1400-1500 0 0 0 0 0 0 0 1 0.0 0.0 1500-1600 0 1 0 0 0 2 0 I 0.2 0.4 1600-1700 1 1 0 1 0 2 1 I 0.6 0.9 1700-1800 1 1 0 2 0 1 2 I 0.8 1.0< 1800-1900 1< 0 1 0 1 1 1 I 0.6 0.7 1900-2000 0 0 0 0 1 0 0 I 0.2 0.1 2000-2100 0 2< 0 0 0 0 1 I 0.4 0.4 2100-2200 0 1 2< 0 1 0 2 I 0.8 0.9 2200-2300 0 1 1 0 3< 1 0 I 1.0< 0.9 2300-2400 0 0 0 2< 1 2< 0 I 0.6 0.7

Totals

0700-1900 5 10 4 6 4 8 9 5.8 6.6 0600-2200 5 13 6 6 6 8 12 7.2 8.0 0600-0000 5 14 7 8 10 11 12 8.8 9.6 0000-0000 5 14 7 8 10 11 12 8.8 9.6

AM Peak 0900 1000 1000 1000 0700 0800 0900 1 4 1 1 2 1 1

PM Peak 1800 2000 2100 2300 2200 2300 1300 1 2 2 2 3 2 3

* - No data.


WeeklyVehicle-4375 Site: 17001215.0.0NS Description: ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH Filter time: 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Scheme: Vehicle classification (AustRoads94) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(N) Sp(5,75) Headway(>0)

Hour

Fri 15 Dec

Sat Sun Mon 18 Dec

Tue 19 Dec

Wed 20 Dec

Thu 21 Dec

I

Averages 1 - 5 1 7 16 Dec 17 Dec

0000-0100 0 0 0 0 0 0 1<1 0.2 0.1 0100-0200 0 0 2< 0 0 0 0 0.0 0.3 0200-0300 0 0 0 0 0 0 0 0.0 0.0 0300-0400 0 0 0 0 0 0 0 0.0 0.0 0400-0500 0 0 0 0 0 0 0 0.0 0.0 0500-0600 0 0 0 0 0 0 0 0.0 0.0 0600-0700 0 0 0 0 0 0 0 0.0 0.0 0700-0800 1 0 0 0 0 0 0 0.2 0.1 0800-0900 0 0 0 1< 0 1 0 0.4< 0.3 0900-1000 1< 1< 0 0 0 0 0 0.2 0.3< 1000-1100 0 0 0 0 0 1< 0 0.2 0.1 1100-1200 0 0 0 0 0< 0 0 0.0 0.0 1200-1300 0 0 0 0 0 0 0 0.0 0.0 1300-1400 1 0 1 1 0 0 1 0.6 0.6 1400-1500 0 1 1 0 2 1 0 0.6 0.7 1500-1600 0 1 0 0 0 0 0 0.0 0.1 1600-1700 1 0 0 0 0 0 0 0.2 0.1 1700-1800 1 0 0 0 0 0 0 0.2 0.1 1800-1900 1 1 1 1< 1 0 0 0.6 0.7 1900-2000 0 1 1< 0 0 1 0 0.2 0.4 2000-2100 0 0 0 0 0 1 0 0.2 0.1 2100-2200 0 0 0 0 0 0 0 0.0 0.0 2200-2300 0 0 0 0 2< 0 0 0.4 0.3 2300-2400 2< 1< 0 0 0 1< 2<1 1.0< 0.9<

Totals

0700-1900 6 4 3 3 3 3 1 3.2 3.3 0600-2200 6 5 4 3 3 5 1 3.6 3.9 0600-0000 8 6 4 3 5 6 3 5.0 5.0 0000-0000 8 6 6 3 5 6 4 5.2 5.4

AM Peak 0900 0900 0100 0800 1100 1000 0000 1 1 2 1 0 1 1

PM Peak 2300 2300 1900 1800 2200 2300 2300 2 1 1 1 2 1 2

* - No data.


WeeklyVehicle-4375 Site: 17001215.0.0NS Description: ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH Filter time: 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Scheme: Vehicle classification (AustRoads94) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(S) Sp(5,75) Headway(>0)

Hour

Fri 15 Dec

Sat Sun Mon 18 Dec

Tue 19 Dec

Wed 20 Dec

Thu 21 Dec

Averages 1 - 5 1 - 7 16 Dec 17 Dec

0000-0100 0 0 1< 0 0 0 0 0.0 0.1 0100-0200 0 0 0 0 0 0 0 0.0 0.0 0200-0300 0 0 0 0 0 0 0 0.0 0.0 0300-0400 0 0 0 0 0 0 0 0.0 0.0 0400-0500 0 0 0 0 0 0 0 0.0 0.0 0500-0600 0 0 0 0 0 0 0 0.0 0.0 0600-0700 0 0 0 0 0 0 0 0.0 0.0 0700-0800 0 1 0 0 0 0 0 0.0 0.1 0800-0900 0 0 0 0 0 0 0 0.0 0.0 0900-1000 0 1< 0 0 0 0 0 0.0 0.1 1000-1100 0 0 0 0 0 0 0 0.0 0.0 1100-1200 0< 0 0 0< 1< 0< 0<1 0.2< 0.1< 1200-1300 1 0 0 0 0 0 1 1 0.4 0.3 1300-1400 1 0 0 1 0 1 0 I 0.6 0.4 1400-1500 0 0 2 1 0 0 0 I 0.2 0.4 1500-1600 0 0 3< 0 2< 0 0 1 0.4 0.7 1600-1700 3< 0 1 1 1 0 1 I 1.2< 1.0< 1700-1800 0 0 1 1 0 1 0 I 0.4 0.4 1800-1900 0 0 0 1 1 0 1< 0.6 0.4 1900-2000 2 0 0 1< 0 0 0 I 0.6 0.4 2000-2100 0 1< 0 0 0 1 0 1 0.2 0.3 2100-2200 0 0 1 0 0 0 0 I 0.0 0.1 2200-2300 1 0 0 0 0 1< 0 I 0.4 0.3 2300-2400 2 0 0 0 0 0 0 I 0.4 0.3

Totals

0700-1900 5 2 7 5 5 2 3 4.0 4.1 0600-2200 7 3 8 6 5 3 3 4.8 5.0 0600-0000 10 3 8 6 5 4 3 5.6 5.6 0000-0000 10 3 9 6 5 4 3 5.6 5.7

AM Peak 1100 0900 0000 1100 1100 1100 1100 0 1 1 0 1 0 0

PM Peak 1600 2000 1500 1900 1500 2200 1800 3 1 3 1 2 1 1

* - No data.


Weekly Vehicle-4375 Site: 17001215.0.0NS Description: ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH Filter time: 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Scheme: Vehicle classification (AustRoads94) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(NS) Sp(5,75) Headway(>0)

Hour

Fri 15 Dec

Sat Sun Mon 18 Dec

Tue 19 Dec

Wed 20 Dec

Thu 21 Dec

I

Averages 1 - 5 1 - 7 16 Dec 17 Dec

0000-0100 0 0 1 0 0 0 1<1 0.2 0.3 0100-0200 0 0 2< 0 0 0 0 1 0.0 0.3 0200-0300 0 0 0 0 0 0 0 I 0.0 0.0 0300-0400 0 0 0 0 0 0 0 I 0.0 0.0 0400-0500 0 0 0 0 0 0 0 I 0.0 0.0 0500-0600 0 0 0 0 0 0 0 I 0.0 0.0 0600-0700 0 0 0 0 0 0 0 I 0.0 0.0 0700-0800 1 1 0 0 0 0 0 I 0.2 0.3 0800-0900 0 0 0 1< 0 1 0 I 0.4< 0.3 0900-1000 1< 2< 0 0 0 0 0 I 0.2 0.4< 1000-1100 0 0 0 0 0 1< 0 1 0.2 0.1 1100-1200 0 0 0 0 1< 0 0 I 0.2 0.1 1200-1300 1 0 0 0 0 0 1 I 0.4 0.3 1300-1400 2 0 1 2 0 1 1 I 1.2 1.0 1400-1500 0 1 3 1 2 1 0 I 0.8 1.1 1500-1600 0 1 3< 0 2 0 0 I 0.4 0.9 1600-1700 4 0 1 1 1 0 1 I 1.4 1.1 1700-1800 1 0 1 1 0 1 0 I 0.6 0.6 1800-1900 1 1 1 2< 2 0 1 I 1.2 1.1 1900-2000 2 1 1 1 0 1 0 I 0.8 0.9 2000-2100 0 1 0 0 0 2< 0 I 0.4 0.4 2100-2200 0 0 1 0 0 0 0 I 0.0 0.1 2200-2300 1 0 0 0 2< 1 0 I 0.8 0.6 2300-2400 4< 1< 0 0 0 1 2<1 1.4< 1.1<

Totals

0700-1900 11 6 10 8 8 5 4 7.2 7.4 0600-2200 13 8 12 9 8 8 4 8.4 8.9 0600-0000 18 9 12 9 10 10 6 10.6 10.6 0000-0000 18 9 15 9 10 10 7 10.8 11.1

AM Peak 0900 0900 0100 0800 1100 1000 0000 1 2 2 1 1 1 1

PM Peak 2300 2300 1500 1800 2200 2000 2300 4 1 3 2 2 2 2

* - No data.

Daily Classes

DailyClass-4376 Site: Description: Filter time: Scheme: Filter:

17001215.0.0NS ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Vehicle classification (AustRoads94) Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(N) Sp(5,75) Headway(>0)

Friday, 15 December 2017 1 2 3 4 5 6 7 8 9 10 11 12 Total

Fri 7 0 0 0 0 0 0 0 0 0 8 (8) 87.5 0.0 12.5 o . o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Sat 5 0 1 0 0 0 0 0 0 0 0 0 6 83.3 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Sun 5 0 1 0 0 0 0 0 0 0 0 0 6 (8) 83.3 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Mon 1 0 2 0 0 0 0 0 0 0 3 '5, ) 33.3 0.0 66.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Tue 3 0 2 0 0 0 0 0 0 0 0 0 5 (8) 60.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Wed 6 0 0 0 0 0 0 0 0 0 0 0 6 (8) 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Thu 3 0 1 0 0 0 0 0 0 0 0 0 4 (8) 75.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Average daily volume

Entire week 4 0 1 0 0 0 0 0 0 0 0 0 5

( 80.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Weekdays 4 0 1 0 0 0 0 0 0 0 0 0 5

(-?5) 80.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Weekend 5 0 1 0 0 0 0 0 0 0 0 0 6

83.3 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

• - Incomplete

Daily Classes

DailyClass-4376 Site: 17001215.0.0NS Description: ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH Filter time: 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Scheme: Vehicle classification (AustRoads94) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(S) Sp(5,75) Headway(>0)


Fri 9 0 _ 0 0 0 0 0 0 0 0 0 10 (%) 90.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Sat 3 0 0 0 0 0 0 0 0 0 0 0 3 (%) 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Sun 7 0 2 0 0 0 0 0 0 0 0 0 9 (%) 77.8 0.0 22.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Mon 5 0 1 0 0 0 0 0 0 0 0 0 6 (%) 83.3 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Tue 4 0 1 0 0 0 0 0 0 0 0 0 5 (%) 80.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Wed 4 0 0 0 0 0 0 0 0 0 0 0 4 (%) 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Thu 2 0 1 0 0 0 0 0 0 0 0 0 3 (%) 66.7 0.0 33.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Entire week 4 0 0 0 0 0 0 0 0 0 0 0 5

(%) 80.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Weekdays 4 0 0 0 0 0 0 0 0 0 0 0 5

(%) 80.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Weekend 5 0 1 0 0 0 0 0 0 0 0 0 6

(%) 83.3 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

* - Incomplete

Daily Classes

DailyClass-4376 Site: Description: Filter time: Scheme: Filter:

17001215.0.0NS ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Vehicle classification (AustRoads94) Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(NS) Sp(5,75) Headway(>0)


Fri 16 0 2 0 0 0 0 0 0 0 0 0 18 (%) 88.9 0.0 11.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Sat 8 0 1 0 0 0 0 0 0 0 0 0 9 !%) 88.9 0.0 11.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Sun 12 0 3 0 0 0 0 0 0 0 0 0 15 (%) 80.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Mon 6 0 3 0 0 0 0 0 0 0 0 0 9 ) 66.7 0.0 33.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Tue 7 0 3 0 0 0 0 0 0 0 0 0 10 (%) 70.0 0.0 30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Wed 10 0 0 0 0 0 0 0 10 (%) 100.0 0.0 0.0 0.0 . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Thu 5 0 2 0 0 0 0 0 0 0 0 0 7 (%) 71.4 0.0 28.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Entire week B 0 1 o 10

(%) 80.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Weekdays 8 0 1 0 0 0 0 0 0 0 0 0 10

(%) 80.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Weekend 10 0 2 0 0 0 0 0 0 0 0 0 12

(%) 83.3 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

• - Incomplete

Class Speed Matrix

ClassMatrix-4377 Site Description: Filter time: Scheme: Filter:

Speed (km/h)

17001215.0 ONS ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Vehicle classification (AustRoads94) Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(N) Sp(5,75) Headway(>0)

Speed Totals

Class

1 2 3 4 5 6 7 9 10 11 12 0 10 3 . 1 5 13.2% 10 - 20 I 21 6 27 71.1% 20 - 30 6 6 15.8% 30 - 40 0 0.0% 40 - 50 0 0.0% 50 - 60 0 0.0% 60 - 70 0 0.0% 70 - 80 0 0.0% 80 - 90 0 0.0% 90 - 100 0 0.0%

100 - 110 0 0.0% 110 - 120 0 0.0% 120 - 130 0 0.0% 130 - 140 0 0.0% 140 - 150 0 0.0%

30 0 8 0 0 0 0 0 0 0 0 0 I 38 78.9% 0.0% 21.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

Class Totals

Class Speed Matrix

ClassMatrix-4377 Site: Description: Filter time: Scheme: Filter:

17001215.0.0NS ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Vehicle classification (AustRoads94) Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(S) Sp(5,75) Headway(>0)

Speed (km/h)

1 4 Class

6 7 8 9 10 11 12

ed T

2 '!

5 0 8 20.0% - 10 6 10 - 20 25 29 72.5% 20 - 30 3 7.5% 30 - 40 0 0.0% 40 - 50 0 0.0% 50 - 60 0 0.0% 60 70 0 0.0% 70 - 80 0 0.0% 80 - 90 0 0.0% 90 - 100 0 0.0% 100 - 110 0 0.0% 110 - 120 0 0.0% 120 - 130 0 0.0% 130 - 140 0 0.0% 140 - 150 0 0.0%

34 0 6 0 0 0 0 0 0 0 0 40 85.0% 0.0% 15.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

Class Totals

Class Speed Matrix

ClassMatrix-4377 Site: Description: Filter time: Scheme: Filter:

17001215.0.0NS ROW ADJACENT 114 SCOTHMER ST 8, BWN ROW INTERSECTION FITZROY NORTH 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Vehicle classification (AustRoads94) Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(NS) Sp(5,75) Headway(>0)

Speed (km/h) Speed Totals

1 2 3 4 5 Class 6 7 B 9 10 11 12

0 - 10 9 4 13 16.7% 10 - 20 46 10 56 71.8% 20 - 30 9 9 11.5% 30 40 0 0.0% 40 50 0 0.0% 50 60 0 0.0% 60 70 0 0.0% 70 80 0 0.0% BO 90 0 0.0% 90 100 0 0.0%

100 110 0 0.0% -110 120 0 0.0% 120 130 0 0.0% 130 140 0 0.0% 140 150 0 0.0%

64 0 14 0 0 0 0 0 0 0 0 01 78 82.1% 0.0% 17.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%1

Class Totals

Speed Statistics by Hour

SpeedStatHour-4378 Site: 17001215.0.0NS Description: ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH Filter time: 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Scheme: Vehicle classification (AustRoads94) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(N) Sp(5,75) Headway(>0)

Vehicles = 38 Posted speed limit = 40 km/h, Exceeding = 0 (0.00%), Mean Exceeding = 0.00 km/h Maximum = 28.4 km/h, Minimum = 7.2 km/h, Mean = 14.9 km/h 85% Speed = 19.1 km/h, 95% Speed = 21.6 km/h, Median = 13.3 km/h 20 km/h Pace = 5 - 25, Number in Pace = 37 (97.37%) Variance = 24.46, Standard Deviation = 4.95 km/h

Hour Bins

Time I Bin I I

Min I I

Max I Mean I Median I I

85% I I

95% I I

>PSL 40 km/h

0000 I 1 2.6% I 19.2 I 19.2 19.2 19.1 I 19.1 I 19.1 I 0 0.0% 0100 I 2 5.3% I 12.2 I 20.3 16.3 12.2 I 20.2 I 20.2 I 0 0.0% 0200 I 0 0.0% I 0.0 I 0.0 0.0 0.0 I 0.0 I 0.0 I 0 0.0% 0300 I 0 0.0% I 0.0 I 0.0 0.0 0.0 I 0.0 I 0.0 I 0 0.0% 0400 I 0 0.0% I 0.0 I 0.0 0.0 0.0 I 0.0 I 0.0 I 0 0.0% 0500 I 0 0.0% I 0.0 I 0.0 0.0 0.0 I 0.0 I 0.0 I 0 0.0% 0600 i 0 0.0% 0.0 I 0.0 0.0 0.0 I 0.0 I 0.0 I 0 0.0% 0700 1 2.6% I 11.0 I 11.0 11.0 10.8 I 10.8 I 10.8 I 0 0.0% 0800 2 5.3% I 10.4 I 17.5 13.9 10.1 I 17.3 I 17.3 I 0 0.0% 0900 2 5.3% 10.2 I 18.9 14.5 10.1 I 18.7 I 18.7 I 0 0.0% 1000 1 2.6% I 10.9 I 10.9 10.9 10.8 I 10.8 I 10.8 I . 0 0.0% 1100 0 0.0% I 0.0 I 0.0 0.0 0.0 I 0.0 I 0.0 I 0 0.0% 1200 0 0.0% I 0.0 I 0.0 0.0 0.0 I 0.0 I 0.0 I 0 0.0% 1300 4 10.5% I 9.9 I 17.7 12.7 10.4 I 12.6 17.6 I 0 0.0% 1400 5 13.2% I 10.6 I 28.4 15.6 13.3 I 14.4 I 28.1 I 0 0.0% 1500 1 2.6% I 12.4 I 12.4 12.4 12.2 I 12.2 12.2 I 0 0.0% 1600 1 2.6% I 8.8 8.8 8.8 8.6 I 8.6 I 8.6 I 0 0.0% 1700 1 2.6% I 21.9 I 21.9 21.9 21.6 I 21.6 I 21.6 I 0 0.0% 1800 5 13.2% I 8.5 I 19.4 14.8 14.8 I 19.1 I 19.1 I 0 0.0% 1900 3 7.9% I 9.1 I 13.5 11.8 12.6 I 13.3 I 13.3 I 0 0.0% 2000 1 2.6% I 7.2 1 7.2 7.2 6.8 I 6.8 1 6.8 1 0 0.0% 2100 0 0.0% I 0.0 I 0.0 0.0 0.0 I 0.0 I 0.0 I 0 0.0% 2200 2 5.3% I 12.5 I 17.9 15.2 12.2 I 17.6 I 17.6 I 0 0.0% 2300 6 15.8% I 15.9 I 25.2 19.4 16.9 I 21.2 I 24.8 I 0 0.0% ---- I 38 100.0% I 7.2 I 28.4 14.9 13.3 I 19.1 I 21.6 I 0 0.0%


SpeedStatHour-4378 Site: 17001215.0.0NS Description: ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH Filter time: 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Scheme: Vehicle classification (AustRoads94) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(S) Sp(5,75) Headway(>0)

Vehicles = 40 Posted speed limit = 40 km/h, Exceeding = 0 (0.00%), Mean Exceeding = 0.00 km/h Maximum = 25.7 km/h, Minimum = 6.8 km/h, Mean = 13.3 km/h 85% Speed = 18.7 km/h, 95% Speed = 20.9 km/h, Median = 11.9 km/h 20 km/h Pace = 6 - 26, Number in Pace = 40 (100.00%) Variance = 20.54, Standard Deviation = 4.53 km/h

Hour Bins

Time Bin Min Max Mean Median 85% 95% >PSL 40 km/h

0000 1 2.5% 10.6 10.6 10.6 10.4 10.4 10.4 0 0.0% 0100 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0200 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0300 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0400 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0500 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0600 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0700 1 2.5% 16.5 16.5 16.5 16.2 16.2 16.2 0 0.0% 0800 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0900 1 2.5% 16.8 16.8 16.8 16.6 16.6 16.6 0 0.0% 1000 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 1100 1 2.5% 25.7 25.7 25.7 25.6 25.6 25.6 0 0.0% 1200 2 5.0% 6.8 12.7 9.7 6.5 12.6 12.6 0 0.0% 1300 3 7.5% 9.0 14.8 11.3 9.7 14.8 14.8 0 0.0% 1400 3 7.5% 11.0 19.4 14.6 13.3 19.1 19.1 0 0.0% 1500 5 12.5% 9.1 14.9 11.6 10.1 13.7 14.8 0 0.0% 1600 7 17.5% 8.4 24.2 13.4 11.9 14.4 24.1 0 0.0% 1700 3 7.5% 9.5 10.7 10.1 9.7 10.4 10.4 0 0.0% 1800 3 7.5% 16.6 19.9 18.5 18.7 19.8 19.8 0 0.0% 1900 3 7.5% 8.2 12.3 10.3 10.1 12.2 12.2 0 0.0% 2000 2 5.0% 15.8 19.0 17.4 15.5 18.7 18.7 0 0.0% 2100 1 2.5% 12.8 12.8 12.8 12.6 12.6 12.6 0 0.0% 2200 2 5.0% 6.9 11.2 9.1 6.8 11.2 11.2 0 0.0% 2300 2 5.0% 11.3 20.9 16.1 11.2 20.9 20.9 0 0.0% ---- 40 100.0% 6.8 25.7 13.3 11.9 18.7 20.9 0 0.0%


SpeedStatHour-4378 Site: 17001215.0 ONS Description: ROW ADJACENT 114 SCOTHMER ST & BWN ROW INTERSECTION FITZROY NORTH Filter time: 0:00 Friday, 15 December 2017 => 0:00 Friday, 22 December 2017 Scheme: Vehicle classification (AustRoads94) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(NS) Sp(5,75) Headway(>0)

Vehicles = 78 Posted speed limit = 40 km/h, Exceeding = 0 (0 00%), Mean Exceeding = 0.00 km/h Maximum = 28.4 km/h, Minimum = 6.8 km/h, Mean = 14.1 km/h 85% Speed = 19.1 km/h, 95% Speed = 21.6 km/h, Median = 12.6 km/h 20 km/h Pace = 6 - 26, Number in Pace = 77 (98.72%) Variance = 22.75, Standard Deviation = 4.77 km/h

Hour Bins

Time Bin I Min Max Mean Median 85% 95% >PSL 40 km/h

0000 2 2.6% 10.6 19.2 14.9 10.4 19.1 19.1 C 0.0% 0100 2 2.6% 12.2 20.3 16.3 12.2 20.2 20.2 0 0.0% 0200 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0300 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0400 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0500 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0600 0 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0% 0700 2 2.6% 11.0 16.5 13.8 10.8 16.2 16.2 0 0.0% 0800 2 2.6% 10.4 17.5 13.9 10.1 17.3 17.3 0 0.0% 0900 3 3.8% 10.2 18.9 15.3 16.6 18.7 18.7 0 0.0% 1000 1 1.3% 10.9 10.9 10.9 10.8 10.8 10.8 0 0.0% 1100 1 1.3% 25.7 25.7 25.7 25.6 25.6 25.6 0 0.0% 1200 2 2.6% 6.8 12.7 9.7 6.5 12.6 12.6 0 0.0% 1300 7 9.0% 9.0 17.7 12.1 10.4 14.8 17.6 0 0.0% 1400 8 10.3% 10.6 28.4 15.2 13.3 19.1 28.1 0 0.0% 1500 6 7.7% 9.1 14.9 11.7 10.1 13.7 14.8 0 0.0% 1600 8 10.3% 8.4 24.2 12.9 11.9 14.4 24.1 0 0.0% 1700 4 5.1% 9.5 21.9 13.0 9.7 10.4 21.6 0 0.0% 1800 8 10.3% 8.5 19.9 16.2 16.6 19.1 19.8 0 0.0% 1900 6 7.7% 8.2 13.5 11.0 10.1 12.6 13.3 0 0.0% 2000 3 3.8% 7.2 19.0 14.0 15.5 18.7 18.7 0 0.0% 2100 1 1.3% 12.8 12.8 12.8 12.6 12.6 12.6 0 0.0% 2200 4 5.1% 6.9 17.9 12.1 11.2 12.2 17.6 0 0.0% 2300 8 10.3% 11.3 25.2 18.6 16.9 21.2 24.8 0 0.0% ---- 78 100.0% 6.8 28.4 14.1 12.6 19.1 21.6 0 0.0%

Appendix B

Swept Path Assessments

TRAFFIC TRANSPORT

HASTE 1.10.4 7 'CHIC Pty Rta

Corporate One 84 Haltom Seen% Preston Victort 3072 .61 3 9863 6430 1 rnaiOrngatrcilic.cornou I rnaotrafftccormau

odincl 1

115

_ - - 16Th ,„Lpoding b-

_

NITOTURN SWEPT PAN MY

41.12.• IV.

PUSLIMIARY RAN rg

WRAC RI GM, INIMI MIMI=

L

PIEDIMONTE SUPERMARKET PROJECT

25-35 BEST STREET, NORTH FITZROY CITY OF YARRA

TLE:

SWEPT PATH ASSESSMENT LOADING DOCK 16M LOADING VEHICLE

Ws REF-

MGA19011-AT01-01 scALE

1:250 A4 DATE

18 DECEMBER 2018 04inffle

F. GUADAGNUOLO CHECKED.

P. MALINAS

LI + KL 33.2UU I KL JJ.LUU

• 01.J )1.1

MEAT COOLROOM

MEAT COOLROOM

DAIRY COOLROOM

1 ----OH

PIELNINANY PLAN •••11.1

Mann ONIN MVO OR

Rz L--

CHICKEN PROCESS

PACKING

1.1.1.1.11111 ME, PAIN REY vpiul iact11a.•

TRAFFIC TRANSPORTTRANSPORT

HASTE 80.6 1,017‘Pty #40

Corporate One - 89 Holborn Street. Prost. Vido04 3072 461 3 9063 6980 1 nrapeRgetrafficcorn.au l rngainglic.cormou

PIEDIMONTE SUPERMARKET PROJECT 25-35 BEST STREET, NORTH FITZROY CITY OF YARRA

SWEPT PATH ASSESSMENT RE-ALIGNED LANEWAY DESIGN VEHICLE: B99

RIGA REP MGA19011-AT01-02

1:250 A4 oeTE 18 DECEMBER 2018 Oite.WP F. GUADAGNUOLO

P. MALINAS

TRAFFIC TRANSPORT

HASTE trd Se Ptp Rltl

Corporate

On 84 HOMO", Street Prestca Veo. 3072 •61 3 9863 648014401104,0410440c404,441.0404,...”..0

AVM,. SwEvr rwr, KEY

TV. PA} 901,

PI_ 30:k:

PM:USURY PLAN •1011111•••••3

1111.“, GM{ IMMO Mreull• • Ir MIL__

cuE, PIEDIMONTE SUPERMARKET

CT

25-35 BEST STREET, NORTH FITZROY CITY OF YARRA

SWEPT PATH ASSESSMENT BASEMENT LOADING DOCK 6.4M WASTE COLLECTION VEHICLE

L

MGA REF

MGA19011-AT01-03 SCALE 1:250 A4 DATE

18 DECEMBER 2018 DRAWN F. GUADAGNUOLO CHtCPZED P. MALINAS

✓ 7

lei :-EFI■

041 —*VA

Ai Num= IMmi--- w

A I \ P■ 1;5

25000L 25000L TANK TANK

Utitailt*

IkkklikM

5 NO. RESIDENTIAL CARPARKS

CONTROL POINT

im „

2 0 , COM- MERCIAL I I: JI

pi C :WI imenii I EA WASTE

81 n1' I "

3MX II

DOWN TO 82

BOX COMP.

SUBSTATION

CMSB==

SWITCH ROOM

PEI) RAMP TO 82

2.7 Err 187 00' 53 sw 215 JA- L_

ALITOT.40111.18TFeelf

171

5 276 20 53

PIELAINIANV PLAN

EEC-RICCA/I CHARGE P0151 + [RI. 30.100

RN Mlle MOMS MP ONE MOP 111.11,17.•

YR OM_

moo, PIEDIMONTE SUPERMARKET mama 25-35 BEST STREET, NORTH FITZROY CITY OF YARRA

"SWEPT PATH ASSESSMENT BASEMENT LOADING DOCK DESIGN VEHICLE: VANS (INGRESS)

MBA REF

MGA19011-AT01-04

1:250 A4 OATE:

18 DECEMBER 2018

F. GUADAGNUOLO

P. MALINAS

TRAFFIC TRANSPORT

HASTE MCA bane

Co•paerte One 84 Odin,, Street, Preston 'Amore 3072 .61 3 9863 6480 1 rnodOrngotrofficconau I miptroffictom.c u

N 1 1 CIACCEICRIT

PRELMINARY KAM

,1.111 amor WM= Cr OK_

TRAFFIC TRANSPORT

HASTE RCA Tralf Ply PLO

Corporate One 84 Heaton, Street. Pastas Merano 30rn .613 9863 6480 knal.rroaralflo comae orgottottkaeatrat

' [1:

4,07111. SWEPT PAP, KEY

= 42:2=511,

N

PIEDIMONTE SUPERMARKET PROJECT:

25-35 BEST STREET, NORTH FITZROY CITY OF YARRA MEL

SWEPT PATH ASSESSMENT BASEMENT LOADING DOCK DESIGN VEHICLE VANS (EGRESS)

MCLA REF

MGA19011-AT01-05 SCALE

1:250 A4

18 DECEMBER 2018

F. GUADAGNUOLO

P. MALINAS

Appendix C

Post Development Traffic Volumes

1110444.11mt

.

44.9•44.34*

L4tn 4mile

ea 0,

-L.

PPP Post Development luming Movermene. 14.440,1314381

Appendix D

SIDRA Results

MOVEMENT SUMMARY

Site: Post Development PM Peak

Scotchmer Street / Site Access Giveway / Yield (Two-Way)

Movement Performance - Vehicles Mov ID Tum Demand

Flow

veh/h

HV Deg. Satn

IA

Average Delay

sec

Level of Service

95% Back of Queue Vehicles Distance

veh

Prop. Queued

Effective A Stop Rate

r veh

S

South: Site Access 1 L 36 0.0 0.113 12.1 LOS B 0.4 2.9 0.53 0.73 44.9 3 R 37 0.0 0.113 12.3 LOS B 0.4 2.9 0.53 0.87 44.8

Approach 73 0.0 0.113 12.2 LOS B 0.4 2.9 0.53 0.80 44.9 East: Scotchmer Street

4 L 39 0.0 0.217 8.2 LOS A 0.0 0.0 0.00 1.03 49.0 5 T 378 2.0 0.217 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 417 1.8 0.217 0.8 NA 0.0 0.0 0.00 0.10 58.8 West: Scotchmer Street

11 T 315 2.0 0.205 2.5 LOS A 1.7 12.1 0.57 0.00 50.0 12 R 38 0.0 0.205 11.0 LOS B 1.7 12.1 0.57 0.97 48.5

Approach 353 1.8 0.205 3.4 NA 1.7 12.1 0.57 0.10 49.9 All Vehicles 842 1.6 0.217 2.9 NA 1.7 12.1 0.28 0.16 53.4

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Minor Road Approach LOS values are based on average delay for all vehicle movements. NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a good LOS measure due to zero delays associated with major road movements. SIDRA Standard Delay Model used.

MOVEMENT SUMMARY St Georges Road / Scotchmer Street Signals - Fixed Time Cycle Time = 50 seconds (Practical Cycle Time)

Site: PM Existing

Movement Performance - Vehicles

Mov ID Turn Demand Flow

veh/h

HV Deg. Satn

v/c

Average Delay

sec

Level of Service

95% Back of Queue

Vehicles Distance

veh m

Prop. Queued

Effective Stop Rate

• -r veh

Average Speed

k South: St. Georges Road

1 L 38 0.0 0.545 21.6 LOS C 7.8 55.5 0.83 0.89 39.8 2 T 676 2.0 0.545 14.1 LOS B 7.8 55.5 0.85 0.72 40.5 3 R 23 0.0 0.545 23.1 LOS C 6.9 49.4 0.86 0.88 39.0


4 L 35 0.0 0.170 18.8 LOS B . 0.5 3.8 0.66 0.70 39.5 5 T 242 0.0 0.527 14.1 LOS B 6.3 44.2 0.84 0.71 40.1 6 R 74 0.0 0.527 22.4 LOS C 6.3 44.2 0.84 0.87 38.9

Approach 351 0.0 0.527 16.3 LOS B 6.3 44.2 0.82 0.75 39.8 North: St. Georges Road

7 L 42 0.0 0.162 19.2 LOS B 1.4 9.9 0.68 0.79 40.3 8 T 492 2.0 0.809 20.0 LOS B 13.1 93.2 0.94 0.94 36.2 9 R 47 0.0 0.809 29.0 LOS C 13.1 93.2 0.96 1.01 35.4

Approach 581 1.7 0.809 20.7 LOS C 13.1 93.2 0.92 0.93 36.4 West: Scotchmer Street


Approach 353 0.0 0.418 15.1 LOS B 5.0 34.9 0.76 0.70 40.9 All Vehicles 2021 1.2 0.809 16.8 LOS B 13.1 93.2 0.85 0.79 39.2

MOVEMENT SUMMARY

Site: PM Post Development St Georges Road / Scotchmer Street Signals - Fixed Time Cycle Time = 60 seconds (Practical Cycle Time)

Movement Performance - Vehicles Mov ID Turn Demand

Flow

veh/h

HV Deg. Satn

v/c

Average Delay

sec

Level of Service

95% Back of Queue

Vehicles Distance

veh m

Prop. Queued

Effective Stop Rate

per veh

Aver-Speed

k South: St. Georges Road



4 L 35 0.0 0.219 23.7 LOS C 0.7 5.0 0.72 0.71 36.3 5 T 242 0.0 0.678 22.3 LOS C 8.8 61.6 0.94 0.84 34.6 6 R 74 0.0 0.678 30.6 LOS C 8.8 61.6 0.94 0.89 34.1

Approach 351 0.0 0.678 24.2 LOS C 8.8 61.6 0.92 0.84 34.6 North: St. Georges Road


Approach 600 1.6 0.714 16.4 LOS B 13.2 93.9 0.83 0.79 39.5 West: Scotchmer Street

10 L 112 0.0 0.255 24.5 LOS C 2.4 16.9 0.76 0.76 35.8 11 T 231 0.0 0.557 19.7 LOS B 7.1 49.8 0.89 0.75 36.4 12 R 48 0.0 0.557 28.0 LOS C 7.1 49.8 0.89 0.86 35.7

Approach 391 0.0 0.557 22.1 LOS C 7.1 49.8 0.85 0.77 ' 36.1 All Vehicles 2098 1.1 0.714 17.4 LOS B 13.2 93.9 0.81 0.74 38.9

34 Hot;arr Seci, Pic;n VIC: 3072

-613 5863318C

,--V...1.7.::_rat'iC.i1:01—!.,...:1•._,

ABN: 6:;) '':•:-; H., 70 912

MGA TRAFFIC TRANSPORT

HASTE

Documents

TRAFFIC - City of Yarra · 2019-06-16 · AM Peak 8.1 AM-8:00 PM Peak SAO 1.-.00 INA