typical pavement profiles - roads and maritime … · typical pavement profiles pavement standard...

10
Pe n Ta b l e Po t Dr v e r : Fe Pa t h : Pr i n t e d by 2 07 49 PM a t 13 / 05 / 2016 on PAV_ COL OUR. t b p a v_ A3_pd f _ c o . p lt c f g C:\ Us e r s \t e tl e r ob \ Do c u me n t s \ wo r kt e mp \ P1461 TYPCALPAVEMENT PROFLES ED1 REV1 mi c r o s t a ti on dgn il e s \ P1461_01 . dgn t e tl e r ob THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED © COPYRIGHT ROADS AND MARITIME SERVICES SHEET No No OF SHEETS 10 REGISTRATION No OF PLANS 01 ISSUE ED 1 REV 2 DS2013/000067 PAVEMENT STANDARD DRAWINGS P1461 REFERENCE No TYPICAL PAVEMENT PROFILES SHEET INDEX DATE SIGNED DATE APPROVED FOR USE G. VOROBIEFF G. VOROBIEFF BRIDGE DECK OR APPROACH SLAB PAVEMENT TYPES B1 TO B3 10 RIGID PAVEMENT TYPES R5 AND R6 9 RIGID PAVEMENT TYPES R1 TO R4 8 FLEXIBLE PAVEMENT TYPE F13 7 FLEXIBLE PAVEMENT TYPES F9 TO F12 6 FLEXIBLE PAVEMENT TYPES F5 TO F8 5 FLEXIBLE PAVEMENT TYPES F1 TO F4 4 NOTES, ABBREVIATIONS AND REFERENCES 3 REVISION REGISTER AND DESCRIPTIONS 2 COVER SHEET 1 ASSET MAINTENANCE DIVISION ENGINEERING SERVICES BRANCH PAVEMENTS UNIT PREPARED BY: PAVEMENTS AND GEOTECHNICAL PRINCIPAL ENGINEER, 13/05/2016 13/05/2016

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Page 1: TYPICAL PAVEMENT PROFILES - Roads and Maritime … · TYPICAL PAVEMENT PROFILES PAVEMENT STANDARD DRAWINGS DATE ... Only Dense Graded Asphalt and Stone Mastic Asphalt layers are …

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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED © COPYRIGHT ROADS AND MARITIME SERVICES

SHEET No

No OF SHEETS

10

REGISTRATION No OF PLANS

01ISSUE

ED 1 REV 2

DS2013/000067

PAVEMENT STANDARD DRAWINGS

P1461

REFERENCE No

TYPICAL PAVEMENT PROFILES

SHEET INDEX

DATE

SIGNED DATE

APPROVED FOR USE

G. VOROBIEFF

G. VOROBIEFF

BRIDGE DECK OR APPROACH SLAB PAVEMENT TYPES B1 TO B310

RIGID PAVEMENT TYPES R5 AND R69

RIGID PAVEMENT TYPES R1 TO R48

FLEXIBLE PAVEMENT TYPE F137

FLEXIBLE PAVEMENT TYPES F9 TO F126

FLEXIBLE PAVEMENT TYPES F5 TO F85

FLEXIBLE PAVEMENT TYPES F1 TO F44

NOTES, ABBREVIATIONS AND REFERENCES3

REVISION REGISTER AND DESCRIPTIONS2

COVER SHEET1

ASSET MAINTENANCE DIVISION

ENGINEERING SERVICES BRANCH

PAVEMENTS UNIT

PREPARED BY:

PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER,

13/05/2016 13/05/2016

Page 2: TYPICAL PAVEMENT PROFILES - Roads and Maritime … · TYPICAL PAVEMENT PROFILES PAVEMENT STANDARD DRAWINGS DATE ... Only Dense Graded Asphalt and Stone Mastic Asphalt layers are …

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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

G. VOROBIEFF

SHEET No

No OF SHEETS

© COPYRIGHT ROADS AND MARITIME SERVICES

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

ISSUE

ED 1 REV 2

DS2013/000067

P1461

APPROVED FOR USE

10

REFERENCE No

TYPICAL PAVEMENT PROFILES

PAVEMENT STANDARD DRAWINGS

DATE

ASSET MAINTENANCE DIVISION

ENGINEERING SERVICES BRANCH

PREPARED BY: PAVEMENTS UNIT

PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER,

13/05/2016

13/05/2016

DESCRIPTIONTYPE

FULL DEPTH ASPHALT

SHEET No

4

4

4

4

5

5

5

5

6

6F10

6F11

6F12

7

8R1

8R2

8R3

F1

F2

F3

F4

THICK ASPHALT OVER LEAN-MIX CONCRETE SUBBASE

F5

F6

F7

F8

F9

F13

ASPHALT OVER HEAVILY BOUND MATERIAL SUBBASE (TEMPORARY)

ASPHALT OVER LEAN-MIX CONCRETE SUBBASE (TEMPORARY)

8R4

R5 9

R6 9

B1 10

B2 10

B3 10

THICK ASPHALT OVER HEAVILY BOUND MATERIAL SUBBASE

ASPHALT WEARING COURSE OVER BRIDGE DECK OR APPROACH SLAB

PLAIN CONCRETE OVER LEAN-MIX CONCRETE SUBBASE

CONTINUOUSLY REINFORCED CONCRETE OVER LEAN-MIX CONCRETE SUBBASE

JOINTED REINFORCED CONCRETE OVER LEAN-MIX CONCRETE SUBBASE

STEEL FIBRE REINFORCED CONCRETE OVER LEAN-MIX CONCRETE SUBBASE

CONCRETE OVER LEAN-MIX CONCRETE SUBBASE

OPEN GRADED ASPHALT WEARING COURSE OVER CONTINUOUSLY REINFORCED

CONCRETE OVER LEAN-MIX CONCRETE SUBBASE

STONE MASTIC ASPHALT WEARING COURSE OVER CONTINUOUSLY REINFORCED

OPEN GRADED ASPHALT WEARING COURSE OVER FULL DEPTH ASPHALT

HEAVILY BOUND MATERIAL SUBBASE

OPEN GRADED ASPHALT WEARING COURSE OVER THICK ASPHALT OVER

STONE MASTIC ASPHALT WEARING COURSE OVER FULL DEPTH ASPHALT

HEAVILY BOUND MATERIAL SUBBASE

STONE MASTIC ASPHALT WEARING COURSE OVER THICK ASPHALT OVER

APPROACH SLAB

STONE MASTIC ASPHALT WEARING COURSE OVER BRIDGE DECK OR

APPROACH SLAB

OPEN GRADED ASPHALT WEARING COURSE OVER BRIDGE DECK OR

PAVEMENT TYPES AND DESCRIPTIONS

LEAN-MIX CONCRETE SUBBASE

OPEN GRADED ASPHALT WEARING COURSE OVER THICK ASPHALT OVER

LEAN-MIX CONCRETE SUBBASE

STONE MASTIC ASPHALT WEARING COURSE OVER THICK ASPHALT OVER

REVISION REGISTER

ED/REV DATE SHEET AMENDMENT DESCRIPTION AUTHORISED

1/0 ALL INITIAL ISSUE *

*

PEPM&G

1/1 ALL PEP&G*

18/02/2014

*

*

*

MINOR CHANGES

PRINCIPAL ENGINEER, PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER, PAVEMENTS, MATERIALS AND GEOTECHNICAL

17/10/2014

1/2 ALL MINOR CHANGES PEP&G**13/05/2016

7F14 SPRAYED SEAL OVER UNBOUND GRANULAR MATERIAL

ASPHALT (LESS THAN OR EQUAL TO 50 mm) OVER UNBOUND GRANULAR MATERIAL

ASPHALT (GREATER THAN 50 mm) OVER UNBOUND GRANULAR MATERIAL

02REVISION REGISTER AND DESCRIPTIONS

Page 3: TYPICAL PAVEMENT PROFILES - Roads and Maritime … · TYPICAL PAVEMENT PROFILES PAVEMENT STANDARD DRAWINGS DATE ... Only Dense Graded Asphalt and Stone Mastic Asphalt layers are …

03

NOTES, ABBREVIATIONS AND REFERENCES

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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

G. VOROBIEFF

SHEET No

No OF SHEETS

© COPYRIGHT ROADS AND MARITIME SERVICES

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

ISSUE

ED 1 REV 2

DS2013/000067

P1461

APPROVED FOR USE

10

REFERENCE No

TYPICAL PAVEMENT PROFILES

PAVEMENT STANDARD DRAWINGS

DATE

ASSET MAINTENANCE DIVISION

ENGINEERING SERVICES BRANCH

PREPARED BY: PAVEMENTS UNIT

PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER,

13/05/2016

13/05/2016

DESCRIPTION

QDP

OGA

DGA

HBM

LCS

PCP

JRCP

GENERAL

-

-

21 - 35

-

-

30 - 50

30 - 50

42 - 70

42 - 70

60 - 100

-

-

5 mm 7 mm 10 mm 14 mm 20 mm

TABLE 3.1: ALLOWABLE ASPHALT LAYER THICKNESS (mm)

15 - 25

FOR DIFFERENT NOMINAL ASPHALT SIZE (mm)

ALLOWABLE ASPHALT LAYER THICKNESS

ASPHALT TYPE

CRCP

SMZ

UZF

F

SFCP

SMA

R

Continuously Reinforced Concrete Pavement

Dense Graded Asphalt

Flexible pavement

Heavily Bound Material

Jointed Reinforced Concrete Pavement

Lean-Mix Concrete Subbase

Open Graded Asphalt

Plain Concrete Pavement

Quick Drying Prime

Rigid pavement

Steel Fibre Reinforced Concrete Pavement

Stone Mastic Asphalt

Upper Zone of Formation

DENSE GRADED ASPHALT

STONE MASTIC ASPHALT

OPEN GRADED ASPHALT

ABBREVIATIONS

ASPHALT

GRANULAR

AC14 Dense Graded Asphalt (nominal size 14 mm)

BITUMINOUS WATERPROOFING MEMBRANE

Selected Material Zone

ABBREVIATION

Apply bituminous waterproofing membrane in accordance with B344.13.

DEBONDING TREATMENT

Apply debonding treatment for concrete in accordance with R82.14.

REFERENCES

BITUMINOUS CURING COMPOUND OVER CONCRETE PAVEMENT

BITUMINOUS PRIMER OVER BRIDGE DECK OR APPROACH SLAB

Apply bituminous primer in accordance with B344.15.

PRIMERSEAL, SPRAYED SEAL AND LOW CUTTER SEAL

SG Subgrade

100 mm thick (A specified course thickness of 150 - 200 mm does not comply).

As per R71, each course thickness is to comprise compacted layers that are not more than 150 mm or less than5.

CONSTRUCTION NOTES

wearing course layers are not to be considered as contributing to the 175 mm minimum thickness.

asphalt thickness over lean-mix concrete or heavily bound material. Sprayed seals and Open Graded Asphalt

Only Dense Graded Asphalt and Stone Mastic Asphalt layers are included in the 175 mm minimum4.

allowable asphalt layer thickness during paving is listed in Table 3.1.

As per R116, each asphalt course depth must allow for individual asphalt layer thicknesses. The range of3.

of a bituminous Quick Drying Prime, followed by a sprayed seal or asphalt layer.

If a non-bituminous curing compound is used as per R83, it is to be removed immediately prior to the application12.

SBWM Sprayed Bituminous Waterproofing Membrane

25 - 40 35 - 56

Technical Guide P-G-002 Typical Pavement ProfilesRMS

Seal or Reseal Design Calculation SheetForm 395K:RMS

Stone Mastic AsphaltR121:RMS

Open Graded AsphaltR119:RMS

Heavy Duty Dense Graded AsphaltR116:RMS

Sprayed Bituminous Surfacing (with Cutback Bitumen)R106:RMS

Concrete Pavement BaseR83:RMS

Lean-Mix Concrete SubbaseR82:RMS

Construction of Plant Mixed Heavily Bound Pavement CourseR73:RMS

Construction of Unbound and Modified Pavement CourseR71:RMS

EarthworksR44:RMS

Sprayed Bituminous Waterproofing Membrane for Concrete Bridge DecksB344:RMS

Concrete Work for BridgesB80:RMS

Granular Base and Subbase Materials for Surfaced Road Pavements3051:RMS

Drawings to be read in conjunction with Technical Guide P-G-002.2.

Not all tackcoats and curing compounds are shown on these drawings.1.

sprayed seal type.

Final sprayed seal is to be applied 12 months after application of primerseal. Pavement designer to nominate final11.

Directly under a granular layer (as approved by the Principal).(b)

Directly under an asphalt layer, where a low cutter seal is to be provided(a)

A 7 mm sprayed seal is to be provided over the SMZ layer, except at the following locations:10.

To be placed in accordance with R106.●

Double the amount of rolling for a sprayed seal●

Use 1% adhesion agent●

A maximum of 2% cutter oil may be used●

for 7 mm aggregate is between 200 - 230 m²/m³

Aggregate spread rate for 10 mm aggregate as per RMS Form 395K, aggregate design. Aggregate spread rate●

The application of a low cutter seal is as follows:9.

A low cutter seal is to be provided at all locations where a sprayed seal is to be place directly under an asphalt layer.8.

to the total pavement thickness.

Use the Average Least Dimension (ALD) of sealing aggregate to determine the contribution of a sprayed seal thickness7.

For ASPHALT OVER UNBOUND GRANULAR MATERIAL, refer to Technical Guide P-G-002.6.

AC20 Dense Graded Asphalt (nominal size 20 mm)

B Bridge deck or approaches

DESA Design Equivalent Standard Axles

DSAR5

DSAR7

DSAR12

Design Standard Axle Repetition for Fatigue of Asphalt

Design Standard Axle Repetition for Rutting and Loss of Surface Shape

Design Standard Axle Repetition for Fatigue of Cemented Materials

Page 4: TYPICAL PAVEMENT PROFILES - Roads and Maritime … · TYPICAL PAVEMENT PROFILES PAVEMENT STANDARD DRAWINGS DATE ... Only Dense Graded Asphalt and Stone Mastic Asphalt layers are …

04FLEXIBLE PAVEMENT TYPES F1 TO F4

(mm)

THICKNESS

SUBGRADE DESIGN CBR (%)

Z

Y

X

U

F1

TYPE

BINDER

(mm)

THICKNESS

F2

TYPE

BINDER

(mm)

THICKNESS

F3

TYPE

BINDER

(mm)

THICKNESS

F4

TYPE

BINDERLAYER

V

W

NAME

MATERIAL

NAME

MATERIAL

NAME

MATERIAL

NAME

MATERIAL

N/A

N/A

N/A

N/A

N/A

N/A

PAVEMENT TYPE / TAG

DESIGN PARAMETER

T

DESA (ESA)

DSAR5 (SAR5)

DSAR7 (SAR7)

DSAR12 (SAR12)

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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

G. VOROBIEFF

SHEET No

No OF SHEETS

© COPYRIGHT ROADS AND MARITIME SERVICES

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

ISSUE

ED 1 REV 2

DS2013/000067

P1461

APPROVED FOR USE

10

REFERENCE No

TYPICAL PAVEMENT PROFILES

PAVEMENT STANDARD DRAWINGS

DATE

ASSET MAINTENANCE DIVISION

ENGINEERING SERVICES BRANCH

PREPARED BY: PAVEMENTS UNIT

PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER,

13/05/2016

13/05/2016

FULL DEPTH ASPHALT

F1 F2 F3 F4

OVER LEAN-MIX CONCRETE SUBBASE

THICK ASPHALT

OVER FULL DEPTH ASPHALT

OPEN GRADED ASPHALT WEARING COURSE

OVER HEAVILY BOUND MATERIAL SUBBASE

THICK ASPHALT

DGA WEARING COURSE

DGA

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

X

YZ

XV

YZ

W

DGA WEARING COURSE

DGA

HBM

7 mm SPRAYED SEAL

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

DGA WEARING COURSE

DGA

LCS

7 mm SPRAYED SEAL

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

YZ

X

W

V

V

WX

Y

Z

AC14

DGA

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

OGA WEARING COURSE

7 mm LOW CUTTER SEAL

10 mm LOW CUTTER SEAL

7 mm LOW CUTTER SEAL

7 mm LOW CUTTER SEAL7 mm LOW CUTTER SEALV

W

TU

TU

TU

Page 5: TYPICAL PAVEMENT PROFILES - Roads and Maritime … · TYPICAL PAVEMENT PROFILES PAVEMENT STANDARD DRAWINGS DATE ... Only Dense Graded Asphalt and Stone Mastic Asphalt layers are …

05FLEXIBLE PAVEMENT TYPES F5 TO F8

(mm)

THICKNESS

SUBGRADE DESIGN CBR (%)

Z

Y

X

U

F5

TYPE

BINDER

(mm)

THICKNESS

F6

TYPE

BINDER

(mm)

THICKNESS

F7

TYPE

BINDER

(mm)

THICKNESS

F8

TYPE

BINDERLAYER

V

W

NAME

MATERIAL

NAME

MATERIAL

NAME

MATERIAL

NAME

MATERIAL

PAVEMENT TYPE / TAG

DESIGN PARAMETER

T

DESA (ESA)

DSAR5 (SAR5)

DSAR7 (SAR7)

DSAR12 (SAR12)

S

R

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A N/A

N/A N/A N/A

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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

G. VOROBIEFF

SHEET No

No OF SHEETS

© COPYRIGHT ROADS AND MARITIME SERVICES

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

ISSUE

ED 1 REV 2

DS2013/000067

P1461

APPROVED FOR USE

10

REFERENCE No

TYPICAL PAVEMENT PROFILES

PAVEMENT STANDARD DRAWINGS

DATE

ASSET MAINTENANCE DIVISION

ENGINEERING SERVICES BRANCH

PREPARED BY: PAVEMENTS UNIT

PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER,

13/05/2016

13/05/2016

T

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

T

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

W

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

U

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

F5

OVER HEAVILY BOUND MATERIAL SUBBASE

OVER THICK ASPHALT

OPEN GRADED ASPHALT WEARING COURSE

F6

OVER LEAN-MIX CONCRETE SUBBASE

OVER THICK ASPHALT

OPEN GRADED ASPHALT WEARING COURSE

F7

OVER FULL DEPTH ASPHALT

STONE MASTIC ASPHALT WEARING COURSE

F8

OVER HEAVILY BOUND MATERIAL SUBBASE

OVER THICK ASPHALT

STONE MASTIC ASPHALT WEARING COURSE

7 mm SPRAYED SEAL 7 mm SPRAYED SEAL 7 mm SPRAYED SEAL

HBM

DGA

AC14

DGA

AC14

LCS

DGA

AC14

DGA

AC14

HBM

V

UW

X

Z

Y

V

UW

X

Z

Y

XY

Z

V

W

XY

Z

OGA WEARING COURSE OGA WEARING COURSE SMA WEARING COURSE SMA WEARING COURSE

7 mm LOW CUTTER SEAL

10 mm LOW CUTTER SEAL

7 mm LOW CUTTER SEAL 7 mm LOW CUTTER SEAL

10 mm LOW CUTTER SEAL

7 mm LOW CUTTER SEALR

S

RS

UV

ST

Page 6: TYPICAL PAVEMENT PROFILES - Roads and Maritime … · TYPICAL PAVEMENT PROFILES PAVEMENT STANDARD DRAWINGS DATE ... Only Dense Graded Asphalt and Stone Mastic Asphalt layers are …

06FLEXIBLE PAVEMENT TYPES F9 TO F12

(mm)

THICKNESS

SUBGRADE DESIGN CBR (%)

Z

Y

X

U

F9

TYPE

BINDER

(mm)

THICKNESS

TYPE

BINDER

(mm)

THICKNESS

TYPE

BINDER

(mm)

THICKNESS

TYPE

BINDERLAYER

V

W

NAME

MATERIAL

NAME

MATERIAL

NAME

MATERIAL

NAME

MATERIAL

PAVEMENT TYPE / TAG

DESIGN PARAMETER

T

DESA (ESA)

DSAR5 (SAR5)

DSAR7 (SAR7)

DSAR12 (SAR12)

S

R

F10 F11 F12

CATEGORY

TRAFFIC

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A

N/A

N/A

N/A

N/A

N/A N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A N/A

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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

G. VOROBIEFF

SHEET No

No OF SHEETS

© COPYRIGHT ROADS AND MARITIME SERVICES

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

ISSUE

ED 1 REV 2

DS2013/000067

P1461

APPROVED FOR USE

10

REFERENCE No

TYPICAL PAVEMENT PROFILES

PAVEMENT STANDARD DRAWINGS

DATE

ASSET MAINTENANCE DIVISION

ENGINEERING SERVICES BRANCH

PREPARED BY: PAVEMENTS UNIT

PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER,

13/05/2016

13/05/2016

F9 F10 F11 F12

MATERIAL SUBBASE (TEMPORARY)

ASPHALT OVER HEAVILY BOUND

CONCRETE SUBBASE (TEMPORARY)

ASPHALT OVER LEAN-MIX

OVER LEAN-MIX CONCRETE SUBBASE

OVER THICK ASPHALT

STONE MASTIC ASPHALT WEARING COURSE

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

AC14

DGA

LCS

7 mm SPRAYED SEAL

U

V

W

XY

Z

DGA WEARING COURSE

HBM

7 mm SPRAYED SEAL

DGA WEARING COURSE

LCS

7 mm SPRAYED SEAL

7 mm SPRAYED SEAL (IF REQUIRED)

GRANULAR SUBBASE (IF REQUIRED)

GRANULAR BASE

DGA WEARING COURSE

V

W

X

YZ

V

W

X

ZY

U

VW

X

YZ

SMA WEARING COURSE

DGA (IF REQUIRED) DGA (IF REQUIRED) DGA (IF REQUIRED)

7 mm LOW CUTTER SEAL 7 mm LOW CUTTER SEAL 7 mm LOW CUTTER SEAL

7 mm LOW CUTTER SEALS

T

TU

TU

ST

UNBOUND GRANULAR MATERIAL

ASPHALT (GREATER THAN 50 mm) OVER

Page 7: TYPICAL PAVEMENT PROFILES - Roads and Maritime … · TYPICAL PAVEMENT PROFILES PAVEMENT STANDARD DRAWINGS DATE ... Only Dense Graded Asphalt and Stone Mastic Asphalt layers are …

07

SUBGRADE DESIGN CBR (%)

Z

Y

X

U

(mm)

THICKNESS

TYPE

BINDERLAYER

V

W

NAME

MATERIAL

PAVEMENT TYPE / TAG

DESIGN PARAMETER

T

DESA (ESA)

DSAR5 (SAR5)

DSAR7 (SAR7)

DSAR12 (SAR12)

F13

CATEGORY

TRAFFIC

N/A

N/A

N/A

N/A

N/A

N/A

F14

(mm)

THICKNESS

TYPE

BINDER

NAME

MATERIAL

CATEGORY

TRAFFIC

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

FLEXIBLE PAVEMENT TYPES F13 AND F14

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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

G. VOROBIEFF

SHEET No

No OF SHEETS

© COPYRIGHT ROADS AND MARITIME SERVICES

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

ISSUE

ED 1 REV 2

DS2013/000067

P1461

APPROVED FOR USE

10

REFERENCE No

TYPICAL PAVEMENT PROFILES

PAVEMENT STANDARD DRAWINGS

DATE

ASSET MAINTENANCE DIVISION

ENGINEERING SERVICES BRANCH

PREPARED BY: PAVEMENTS UNIT

PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER,

13/05/2016

13/05/2016

UNBOUND GRANULAR MATERIAL

SPRAYED SEAL OVER

F14

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

7 mm SPRAYED SEAL (IF REQUIRED)

GRANULAR SUBBASE (IF REQUIRED)

GRANULAR BASE

V

WX

Y

PRIMERSEAL

Z

TU

FINAL SPRAYED SEAL (SEE CONSTRUCTION NOTES)

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

7 mm SPRAYED SEAL (IF REQUIRED)

GRANULAR SUBBASE (IF REQUIRED)

GRANULAR BASE

DGA WEARING COURSE

V

WX

Y

Z

TU

F13

OVER UNBOUND GRANULAR MATERIAL

ASPHALT (LESS THAN OR EQUAL TO 50 mm)

PRIME AND SPRAYED SEAL

Page 8: TYPICAL PAVEMENT PROFILES - Roads and Maritime … · TYPICAL PAVEMENT PROFILES PAVEMENT STANDARD DRAWINGS DATE ... Only Dense Graded Asphalt and Stone Mastic Asphalt layers are …

08RIGID PAVEMENT TYPES R1 TO R4

(mm)

THICKNESS

SUBGRADE DESIGN CBR (%)

Z

Y

X

U

R1

TYPE

BINDER

(mm)

THICKNESS

TYPE

BINDER

(mm)

THICKNESS

TYPE

BINDERLAYER

V

W

NAME

MATERIAL

NAME

MATERIAL

NAME

MATERIAL

NAME

MATERIAL

PAVEMENT TYPE / TAG

DESIGN PARAMETER

T

S

R

BITUMINOUS CURING COMPOUND

R2 R3 R4

HVAG

N/A N/A N/AN/A N/A N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

TYPE

BINDER

(mm)

THICKNESS

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ES E

D1

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V1 microstation d

gn files\P

1461_08.d

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tetlero

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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

G. VOROBIEFF

SHEET No

No OF SHEETS

© COPYRIGHT ROADS AND MARITIME SERVICES

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

ISSUE

ED 1 REV 2

DS2013/000067

P1461

APPROVED FOR USE

10

REFERENCE No

TYPICAL PAVEMENT PROFILES

PAVEMENT STANDARD DRAWINGS

DATE

ASSET MAINTENANCE DIVISION

ENGINEERING SERVICES BRANCH

PREPARED BY: PAVEMENTS UNIT

PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER,

13/05/2016

13/05/2016

R1

OVER LEAN-MIX CONCRETE SUBBASE

PLAIN CONCRETE

R2

OVER LEAN-MIX CONCRETE SUBBASE

CONTINUOUSLY REINFORCED CONCRETE

R3

OVER LEAN-MIX CONCRETE SUBBASE

OVER CONTINUOUSLY REINFORCED CONCRETE

OPEN GRADED ASPHALT WEARING COURSE

R4

OVER LEAN-MIX CONCRETE SUBBASE

OVER CONTINUOUSLY REINFORCED CONCRETE

STONE MASTIC ASPHALT WEARING COURSE

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

DEBONDING TREATMENT

LCS

7 mm SPRAYED SEAL

W

X

Y

Z PCP

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

DEBONDING TREATMENT

LCS

7 mm SPRAYED SEAL

W

X

Y

Z CRCP

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

DEBONDING TREATMENT

LCS

7 mm SPRAYED SEAL

T

U

V

W CRCP

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

DEBONDING TREATMENT

LCS

7 mm SPRAYED SEAL

T

U

V

W CRCP

X

Y

ZX

Y

Z

OGA WEARING COURSE SMA WEARING COURSE

UV

UV

RS

RS

DGA CORRECTION COURSE (IF REQUIRED) DGA CORRECTION COURSE (IF REQUIRED)

7 mm LOW CUTTER SEAL (IF REQUIRED) 7 mm LOW CUTTER SEAL (IF REQUIRED)

QDP QDP

Page 9: TYPICAL PAVEMENT PROFILES - Roads and Maritime … · TYPICAL PAVEMENT PROFILES PAVEMENT STANDARD DRAWINGS DATE ... Only Dense Graded Asphalt and Stone Mastic Asphalt layers are …

09RIGID PAVEMENT TYPES R5 AND R6

(mm)

THICKNESS

SUBGRADE DESIGN CBR (%)

Z

Y

X

U

R5

TYPE

BINDER

(mm)

THICKNESS

TYPE

BINDERLAYER

V

W

NAME

MATERIAL

NAME

MATERIAL

PAVEMENT TYPE / TAG

DESIGN PARAMETER R6

HVAG

N/A

N/A

N/A

N/A

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1461_09.d

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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

G. VOROBIEFF

SHEET No

No OF SHEETS

© COPYRIGHT ROADS AND MARITIME SERVICES

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

ISSUE

ED 1 REV 2

DS2013/000067

P1461

APPROVED FOR USE

10

REFERENCE No

TYPICAL PAVEMENT PROFILES

PAVEMENT STANDARD DRAWINGS

DATE

ASSET MAINTENANCE DIVISION

ENGINEERING SERVICES BRANCH

PREPARED BY: PAVEMENTS UNIT

PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER,

13/05/2016

13/05/2016

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

DEBONDING TREATMENT

LCS

7 mm SPRAYED SEAL

W

X

Y

Z JRCP

SMZ

LOWER UZF (IF REQUIRED)

SUBGRADE (INCLUDING TREATMENTS)

DEBONDING TREATMENT

LCS

7 mm SPRAYED SEAL

W

X

Y

Z SFCP

R5 R6

OVER LEAN-MIX CONCRETE SUBBASE

JOINTED REINFORCED CONCRETE

OVER LEAN-MIX CONCRETE SUBBASE

STEEL FIBRE REINFORCED CONCRETE

UV

UV

Page 10: TYPICAL PAVEMENT PROFILES - Roads and Maritime … · TYPICAL PAVEMENT PROFILES PAVEMENT STANDARD DRAWINGS DATE ... Only Dense Graded Asphalt and Stone Mastic Asphalt layers are …

10

PAVEMENT TYPES B1 TO B3

BRIDGE DECK OR APPROACH SLAB

(mm)

THICKNESS

Z

Y

X

B1

TYPE

BINDER

(mm)

THICKNESS

TYPE

BINDER

(mm)

THICKNESS

TYPE

BINDERLAYER

NAME

MATERIAL

NAME

MATERIAL

NAME

MATERIAL

PAVEMENT TYPE / TAG

DESIGN PARAMETER B2 B3

BITUMINOUS PRIMER

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EM

EN

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1461_10.d

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tetlero

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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED

G. VOROBIEFF

SHEET No

No OF SHEETS

© COPYRIGHT ROADS AND MARITIME SERVICES

A3 ORIGINALOR AS NOTED.NOT TO SCALE,SCALES: REGISTRATION No OF PLANS

ISSUE

ED 1 REV 2

DS2013/000067

P1461

APPROVED FOR USE

10

REFERENCE No

TYPICAL PAVEMENT PROFILES

PAVEMENT STANDARD DRAWINGS

DATE

ASSET MAINTENANCE DIVISION

ENGINEERING SERVICES BRANCH

PREPARED BY: PAVEMENTS UNIT

PAVEMENTS AND GEOTECHNICAL

PRINCIPAL ENGINEER,

13/05/2016

13/05/2016

B1

OVER BRIDGE DECK OR APPROACH SLAB

ASPHALT WEARING COURSE

B2

OVER BRIDGE DECK OR APPROACH SLAB

STONE MASTIC ASPHALT WEARING COURSE

B3

OVER BRIDGE DECK OR APPROACH SLAB

OPEN GRADED ASPHALT WEARING COURSE

DGA WEARING COURSE

BRIDGE DECK OR APPROACH SLAB

XY

Z

BRIDGE DECK OR APPROACH SLAB

XY

Z

BRIDGE DECK OR APPROACH SLAB

XY

Z

SMA WEARING COURSE OGA WEARING COURSE

BITUMINOUS PRIMER BITUMINOUS PRIMER BITUMINOUS PRIMER

SBWM SBWM SBWM

DGA CORRECTION COURSE DGA CORRECTION COURSE DGA CORRECTION COURSE