9
STANDARD DRAWING No. REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL A3 SCALES ON A3 SIZE DRAWING 0 5 10 15 20 25 30 35 40 45 50 mm ONA 3S ZEORGNA L T H I SD R A WI NG MAYB EP R E P A R E D I N C OL OU R AND MAYB EI N C OMP LETEI FC OP I E D PREPARED BY © Roads and Maritime Services ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN QR CODE REV. CONTACT DETAILS DRAWING TO : SEND FEEDBACK ON THIS STANDARD [email protected] SHEET OF STANDARD DRAWING ROAD DESIGN ENGINEERING ORIGINAL ISSUE DATE DOCUMENT VER. SCAN TO CHECK EDMS No. STATUS ISSUED ........................................................................................................ ........................................................................................................ DATE ......................................... AND TECHNOLOGY ROAD POLICY, SPECIFICATIONS ENGINEERING SERVICES JUNE 2017 R1010 RAMP METERING 1 1 1 1 M O T O R W AY ON E M O T O R W AY T W O E N T R Y R A M P M O T O R W AY ON E T OM O T O R W AY T W O F R O MM O T O R W AY T W O M O T O R W AY ON E E N T R Y R A M P MOTORWAY TO MOTORWAY CONNECTION NOTES LANE AT THE MOTORWAY ENTRANCE. REQUIRE AN ADDED LANE OR EXTENDED PARALLEL RUNNING 1. A MOTORWAY TO MOTORWAY CONNECTION WILL GENERALLY 1 1 1 REFER TO OTHER DRAWINGS FOR DETAILS. LAYOUT VARIES ACCORDING TO LANE ARRANGEMENT. STORAGE AND CONSTRUCTABILITY CONSIDERATIONS. ALTERNATIVE STOP LINE LOCATIONS BASED ON TRAFFIC ISSUED SFR MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY / DS2016_002027 R1010-01 1 06.06.17 SFR Amended Entry Ramp Details 24/11/17 ProjectWiseQRCodeLayer

R1010 Ramp Metering Series - all drawings · 2018. 3. 4. · refer to other drawings for details. layout varies according to lane arrangement. storage and constructability considerations

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Page 1: R1010 Ramp Metering Series - all drawings · 2018. 3. 4. · refer to other drawings for details. layout varies according to lane arrangement. storage and constructability considerations

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

DOCUMENT VER.

SCAN TO CHECK

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

JUNE 2017

R1010 RAMP METERING

1

1

1

1

MOTORWAY ONE

MOTORWAY TWO ENTRY RAMP

MOTORWAY ONE

TO M

OTORWAY T

WO

FROM MOTORWAY TWO

MOTORWAY ONE ENTRY RAMP

MOTORWAY TO MOTORWAY CONNECTION

NOTES

LANE AT THE MOTORWAY ENTRANCE.

REQUIRE AN ADDED LANE OR EXTENDED PARALLEL RUNNING

1. A MOTORWAY TO MOTORWAY CONNECTION WILL GENERALLY

1

1

1

REFER TO OTHER DRAWINGS FOR DETAILS.

LAYOUT VARIES ACCORDING TO LANE ARRANGEMENT.

STORAGE AND CONSTRUCTABILITY CONSIDERATIONS.

ALTERNATIVE STOP LINE LOCATIONS BASED ON TRAFFIC

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

/DS2016_002027

R1010-01 106.06.17

SFRAmended Entry Ramp Details24/11/17

ProjectWiseQRCodeLayer

Page 2: R1010 Ramp Metering Series - all drawings · 2018. 3. 4. · refer to other drawings for details. layout varies according to lane arrangement. storage and constructability considerations

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

DOCUMENT VER.

SCAN TO CHECK

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

JUNE 2017

R1010 RAMP METERING

1

-

1

THREE LANES AT STOP LINE - ONE AT NOSE

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

/DS2016_002028

R1010-02 -

ST

OP LIN

E

ST

AR

T O

F R

AM

P

(SEE NOTE 1)

HA

RD N

OSE

SOFT N

OSE

STORAGE

NOTES

PARALLEL RUNNING LANE

(SEE NOTE 1) (SEE NOTE 1)

80m 60m 100m

(SEE NOTE 3) (SEE NOTE 4)

MERGE TAPER

(SEE NOTE 2)

GORE

SEE NOTE 5

EN

D O

F T

APE

R

DISTANCE FROM 0km/h TO THE MOTORWAY POSTED SPEED.

SOFT NOSE SHALL NOT BE LESS THAN THE ACCELERATION

5. MINIMUM DISTANCE FROM THE START OF THE RAMP TO THE

AT THE MOTORWAY POSTED SPEED.

4. TAPER LENGTH BASED ON A LATERAL MOVEMENT AT 1.0 M/S

VEHICLE ACCELERATION BASED ON GRADE CORRECTION.

INCREASED TO A MAXIMUM OF 200m TO ALLOW FOR

SPEED. PARALLEL RUNNING LANE LENGTH MAY BE

3. FOUR SECONDS OF TRAVEL TIME AT THE MOTORWAY POSTED

(60m - 90m).

2. LENGTH WILL BE GOVERNED BY APPROACH GEOMETRY

SPEEDS.

1. LENGTHS ARE APPLICABLE FOR ALL MOTORWAY POSTED

06.06.17

FOR DETAIL REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 4C

ProjectWiseQRCodeLayer

Page 3: R1010 Ramp Metering Series - all drawings · 2018. 3. 4. · refer to other drawings for details. layout varies according to lane arrangement. storage and constructability considerations

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

DOCUMENT VER.

SCAN TO CHECK

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

JUNE 2017

R1010 RAMP METERING

1

-

1

THREE LANES AT STOP LINE (localised) - ONE AT NOSE

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

/DS2016_002029

R1010-03 -

ST

OP LIN

E

LOCALISED LANE

ST

AR

T O

F R

AM

P

HA

RD N

OSE

SOFT N

OSE

STORAGE

30M 30M

NOTES

80m

(SEE NOTE 1)

100m

(SEE NOTE 1)

GORE

(SEE NOTE 2)

PARALLEL RUNNING LANE

(SEE NOTE 3) (SEE NOTE 4)

MERGE TAPER

(SEE NOTE 1) (SEE NOTE 1)

SEE NOTE 5

EN

D O

F T

APE

R

DISTANCE FROM 0km/h TO THE MOTORWAY POSTED SPEED.

SOFT NOSE SHALL NOT BE LESS THAN THE ACCELERATION

5. MINIMUM DISTANCE FROM THE START OF THE RAMP TO THE

AT THE MOTORWAY POSTED SPEED.

4. TAPER LENGTH BASED ON A LATERAL MOVEMENT AT 1.0 M/S

VEHICLE ACCELERATION BASED ON GRADE CORRECTION.

INCREASED TO A MAXIMUM OF 200m TO ALLOW FOR

SPEED. PARALLEL RUNNING LANE LENGTH MAY BE

3. FOUR SECONDS OF TRAVEL TIME AT THE MOTORWAY POSTED

(60m - 90m).

2. LENGTH WILL BE GOVERNED BY APPROACH GEOMETRY

SPEEDS.

1. LENGTHS ARE APPLICABLE FOR ALL MOTORWAY POSTED

06.06.17

FOR DETAIL REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 4C

ProjectWiseQRCodeLayer

Page 4: R1010 Ramp Metering Series - all drawings · 2018. 3. 4. · refer to other drawings for details. layout varies according to lane arrangement. storage and constructability considerations

NOTES

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

DOCUMENT VER.

SCAN TO CHECK

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

JUNE 2017

R1010 RAMP METERING

1

-

1

EN

D O

F T

APE

R

ST

OP LIN

E

LOCALISED LANE

THREE LANES AT STOP LINE

ST

AR

T O

F R

AM

P

HA

RD N

OSE

SOFT N

OSE

STORAGE

30m 30m

THREE LANES AT STOP LINE (localised) - TWO AT NOSE

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

/DS2016_002030

R1010-04 -

(SEE NOTE 4)

MERGE TAPER

(SEE NOTE 3)

PARALLEL RUNNING LANE

(SEE NOTE 2)

GORE

(SEE NOTE 1)

80m

(SEE NOTE 1)(SEE NOTE 1)

SEE NOTE 5

DISTANCE FROM 0km/h TO THE MOTORWAY POSTED SPEED.

SOFT NOSE SHALL NOT BE LESS THAN THE ACCELERATION

5. MINIMUM DISTANCE FROM THE START OF THE RAMP TO THE

AT THE MOTORWAY POSTED SPEED.

4. TAPER LENGTH BASED ON A LATERAL MOVEMENT AT 1.0 M/S

VEHICLE ACCELERATION BASED ON GRADE CORRECTION.

INCREASED TO A MAXIMUM OF 200m TO ALLOW FOR

SPEED. PARALLEL RUNNING LANE LENGTH MAY BE

3. FOUR SECONDS OF TRAVEL TIME AT THE MOTORWAY POSTED

(60m - 90m).

2. LENGTH WILL BE GOVERNED BY APPROACH GEOMETRY

SPEEDS.

1. LENGTHS ARE APPLICABLE FOR ALL MOTORWAY POSTED

06.06.17

FOR DETAIL REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 4C

ProjectWiseQRCodeLayer

Page 5: R1010 Ramp Metering Series - all drawings · 2018. 3. 4. · refer to other drawings for details. layout varies according to lane arrangement. storage and constructability considerations

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

DOCUMENT VER.

SCAN TO CHECK

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

JUNE 2017

R1010 RAMP METERING

1

-

1

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

/DS2016_002031

R1010-05 -

TWO LANES AT STOP LINE - ONE AT NOSE

ST

OP LIN

E

ST

AR

T O

F R

AM

P

STORAGE

HA

RD N

OSE

SOFT N

OSE

EN

D O

F T

APE

R

NOTES

80m

(SEE NOTE 1)

GORE

(SEE NOTE 2)

PARALLEL RUNNING LANE

(SEE NOTE 3) (SEE NOTE 4)

MERGE TAPER

SEE NOTE 5

DISTANCE FROM 0km/h TO THE MOTORWAY POSTED SPEED.

SOFT NOSE SHALL NOT BE LESS THAN THE ACCELERATION

5. MINIMUM DISTANCE FROM THE START OF THE RAMP TO THE

AT THE MOTORWAY POSTED SPEED.

4. TAPER LENGTH BASED ON A LATERAL MOVEMENT AT 1.0 M/S

VEHICLE ACCELERATION BASED ON GRADE CORRECTION.

INCREASED TO A MAXIMUM OF 200m TO ALLOW FOR

SPEED. PARALLEL RUNNING LANE LENGTH MAY BE

3. FOUR SECONDS OF TRAVEL TIME AT THE MOTORWAY POSTED

(60m - 90m).

2. LENGTH WILL BE GOVERNED BY APPROACH GEOMETRY

SPEEDS.

1. LENGTHS ARE APPLICABLE FOR ALL MOTORWAY POSTED

06.06.17

FOR DETAIL REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 4C

ProjectWiseQRCodeLayer

Page 6: R1010 Ramp Metering Series - all drawings · 2018. 3. 4. · refer to other drawings for details. layout varies according to lane arrangement. storage and constructability considerations

Bypass Lane

NOTES

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

DOCUMENT VER.

SCAN TO CHECK

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

JUNE 2017

R1010 RAMP METERING

1

1

1

1

ST

OP LIN

E

EN

D O

F T

APE

R

ST

AR

T O

F R

AM

P

HA

RD N

OSE

SOFT N

OSE

STORAGE

TWO LANES AT STOP LINE (metered bypass) - ONE AT NOSE

1

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

/DS2016_002032

R1010-06 1

80m

(SEE NOTE 1)

GORE

(SEE NOTE 2)

PARALLEL RUNNING LANE

(SEE NOTE 3) (SEE NOTE 4)

MERGE TAPER

SEE NOTE 5

100m

(SEE NOTE 1)

06.06.17

STOP LINE.

6. 50% OF THE DISTANCE FROM THE START OF RAMP TO THE

DISTANCE FROM 0km/h TO THE MOTORWAY POSTED SPEED.

SOFT NOSE SHALL NOT BE LESS THAN THE ACCELERATION

5. MINIMUM DISTANCE FROM THE START OF THE RAMP TO THE

AT THE MOTORWAY POSTED SPEED.

4. TAPER LENGTH BASED ON A LATERAL MOVEMENT AT 1.0 M/S

VEHICLE ACCELERATION BASED ON GRADE CORRECTION.

INCREASED TO A MAXIMUM OF 200m TO ALLOW FOR

SPEED. PARALLEL RUNNING LANE LENGTH MAY BE

3. FOUR SECONDS OF TRAVEL TIME AT THE MOTORWAY POSTED

(60m - 90m).

2. LENGTH WILL BE GOVERNED BY APPROACH GEOMETRY

SPEEDS.

1. LENGTHS ARE APPLICABLE FOR ALL MOTORWAY POSTED

01/03/18 JKHAdded Note 6

FOR DETAIL REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 4C

SEE NOTE 6

ProjectWiseQRCodeLayer

Page 7: R1010 Ramp Metering Series - all drawings · 2018. 3. 4. · refer to other drawings for details. layout varies according to lane arrangement. storage and constructability considerations

Bypass Lane

NOTES

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

DOCUMENT VER.

SCAN TO CHECK

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

JUNE 2017

R1010 RAMP METERING

1

-

1

ST

OP LIN

E

EN

D O

F T

APE

R

ST

AR

T O

F R

AM

P

HA

RD N

OSE

SOFT N

OSE

STORAGE

TWO LANES AT STOP LINE (unmeterd bypass) - ONE AT NOSE

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

/DS2016_002033

R1010-07 -

(SEE NOTE 4)

MERGE TAPER

(SEE NOTE 3)

PARALLEL RUNNING LANE

(SEE NOTE 2)

GORE

(SEE NOTE 1)

100m

(SEE NOTE 1)

60m

(SEE NOTE 1)

80m

SEE NOTE 5

DISTANCE FROM 0km/h TO THE MOTORWAY POSTED SPEED.

SOFT NOSE SHALL NOT BE LESS THAN THE ACCELERATION

5. MINIMUM DISTANCE FROM THE START OF THE RAMP TO THE

AT THE MOTORWAY POSTED SPEED.

4. TAPER LENGTH BASED ON A LATERAL MOVEMENT AT 1.0 M/S

VEHICLE ACCELERATION BASED ON GRADE CORRECTION.

INCREASED TO A MAXIMUM OF 200m TO ALLOW FOR

SPEED. PARALLEL RUNNING LANE LENGTH MAY BE

3. FOUR SECONDS OF TRAVEL TIME AT THE MOTORWAY POSTED

(60m - 90m).

2. LENGTH WILL BE GOVERNED BY APPROACH GEOMETRY

SPEEDS.

1. LENGTHS ARE APPLICABLE FOR ALL MOTORWAY POSTED

06.06.17

FOR DETAIL REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 4C

ProjectWiseQRCodeLayer

Page 8: R1010 Ramp Metering Series - all drawings · 2018. 3. 4. · refer to other drawings for details. layout varies according to lane arrangement. storage and constructability considerations

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

DOCUMENT VER.

SCAN TO CHECK

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

JUNE 2017

R1010 RAMP METERING

1

1

/

-

SPLIT 4 LANES AT STOP LINE - ONE AT NOSE

DS2017_001919

R1010-08

ST

OP LIN

E

EN

D T

APE

R

ST

AR

T O

F R

AM

P

HA

RD N

OSE

SOFT N

OSE

STORAGE

NOTES

20m

A or BAPPROACH

APPROACHES

A B

140m

(SEE NOTE 1)

100m

(SEE NOTE 1)

GORE

(SEE NOTE 2)

PARALLEL RUNNING LANE

(SEE NOTE 3) (SEE NOTE 4)

MERGE TAPER

(SEE NOTE 1)

SEE NOTE 5

DISTANCE FROM 0km/h TO THE MOTORWAY POSTED SPEED.

SOFT NOSE SHALL NOT BE LESS THAN THE ACCELERATION

5. MINIMUM DISTANCE FROM THE START OF THE RAMP TO THE

AT THE MOTORWAY POSTED SPEED.

4. TAPER LENGTH BASED ON A LATERAL MOVEMENT AT 1.0 M/S

VEHICLE ACCELERATION BASED ON GRADE CORRECTION.

INCREASED TO A MAXIMUM OF 200m TO ALLOW FOR

SPEED. PARALLEL RUNNING LANE LENGTH MAY BE

3. FOUR SECONDS OF TRAVEL TIME AT THE MOTORWAY POSTED

(60m - 90m).

2. LENGTH WILL BE GOVERNED BY APPROACH GEOMETRY

SPEEDS.

1. LENGTHS ARE APPLICABLE FOR ALL MOTORWAY POSTED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

06.06.17

ISSUED

FOR DETAIL REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 4C

PHYSICAL SEPARATIONMEDIAN REQUIRED FOR

PHYSICAL SEPARATIONMEDIAN REQUIRED FOR

PHYSICAL SEPARATIONMEDIAN REQUIRED FOR

ProjectWiseQRCodeLayer

Page 9: R1010 Ramp Metering Series - all drawings · 2018. 3. 4. · refer to other drawings for details. layout varies according to lane arrangement. storage and constructability considerations

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

DOCUMENT VER.

SCAN TO CHECK

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

JUNE 2017

R1010 RAMP METERING

1

-

1

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

/DS2017_002153

R1010-09 -

ST

OP LIN

E

ST

AR

T O

F R

AM

P

(SEE NOTE 1)

HA

RD N

OSE

SOFT N

OSE

STORAGE

NOTES

PARALLEL RUNNING LANE

(SEE NOTE 1) (SEE NOTE 1)

80m 60m 100m

(SEE NOTE 3) (SEE NOTE 4)

MERGE TAPER

(SEE NOTE 2)

GORE

SEE NOTE 5

EN

D O

F T

APE

R

DISTANCE FROM 0km/h TO THE MOTORWAY POSTED SPEED.

SOFT NOSE SHALL NOT BE LESS THAN THE ACCELERATION

5. MINIMUM DISTANCE FROM THE START OF THE RAMP TO THE

AT THE MOTORWAY POSTED SPEED.

4. TAPER LENGTH BASED ON A LATERAL MOVEMENT AT 1.0 M/S

VEHICLE ACCELERATION BASED ON GRADE CORRECTION.

INCREASED TO A MAXIMUM OF 200m TO ALLOW FOR

SPEED. PARALLEL RUNNING LANE LENGTH MAY BE

3. FOUR SECONDS OF TRAVEL TIME AT THE MOTORWAY POSTED

(60m - 90m).

2. LENGTH WILL BE GOVERNED BY APPROACH GEOMETRY

SPEEDS.

1. LENGTHS ARE APPLICABLE FOR ALL MOTORWAY POSTED

FOUR LANES AT STOP LINE - ONE AT NOSE

ST

OP LIN

E

30m

(SEE NOTE 1) (SEE NOTE 1)

30m

ST

OP LIN

E

30m

(SEE NOTE 1) (SEE NOTE 1)

30m

DETAIL A - FOUR LANES AT STOP LINE (TWO LOCALISED) DETAIL A - FOUR LANES AT STOP LINE (ONE LOCALISED)

24.11.17

NOVEMBER 2017

FOR DETAIL REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 4C

LAYOUTSB FOR ALTERNATIVESEE DETAIL A AND

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