Asphalt drawings Volume 1 - New Construction

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ASPHALT

PAVEMENT STANDARD DRAWINGS

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

No OF SHEETS

© COPYRIGHT ROADS AND MARITIME SERVICES

REGISTRATION No OF PLANS SHEET No

ISSUE

Related drawings:

Volume 1 - New Construction

Volume 2 - Maintenance

REFERENCE No

SIGNED DATE

SIGNED DATE

RECOMMENDED FOR APPROVAL

APPROVED FOR USE

G. VOROBIEFF

P. MORASSUT

TECHNOLOGIST (ASPHALT)

SUPERVISING PAVEMENT

DATE

G. VOROBIEFF

18/02/2014

18/02/2014

ASSET MAINTENANCE DIVISION

ENGINEERING TECHNOLOGY SERVICES BRANCH

PAVEMENT SECTION

PREPARED BY:

MATERIALS AND GEOTECHNICAL

PRINCIPAL ENGINEER PAVEMENTS,

P. MORASSUT

11:4

0:0

6 A

M18/0

2/2

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18/02/2014

02

REVISION REGISTER AND SHEET INDEX

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OR AS NOTED.NOT TO SCALE,SCALES: A3 ORIGINAL


APPROVED FOR USE


ISSUE


No OF SHEETSREFERENCE No


ASPHALT


DATE

G. VOROBIEFFMATERIALS AND GEOTECHNICAL




PREPARED BY: PAVEMENT SECTION

ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION CHCK

18/0

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18/02/2014

REVISION REGISTER

ED/REV DATE SHEET AMENDMENT DESCRIPTION AUTHORISED

1/0 ALL INITIAL ISSUE18/02/2014

*

PEPM&G*

SHEET INDEX

DRAWING NAME SHEET No

01COVER SHEET

02

03

04

05

06

07

08

REVISION REGISTER AND SHEET INDEX

NOTES

09JOINT WITH SEALANT

TABLE 2.1: ABBREVIATIONS

SYMBOL DESCRIPTION

NOTE 5

TABLE A.B

CRCP

LCS

SMZ

PCP

PCP-R

JRCP

SFCP

UNO

OG/OGA

SMA

CRS

AAPA

NOTE 5; ALL NUMERIC NOTES ARE LOCATED ON SHEET 03.

SHEET A, TABLE B (LIKEWISE "FIGURE A.B")

Continuously Reinforced Concrete Pavement

Lean-Mix Concrete Subbase

Selected Material Zone (upper subgrade)

Plain Concrete Pavement

Reinforced Plain Concrete Pavement

Jointed Reinforced Concrete Pavement

Steel Fibre Reinforced Concrete Pavement

Unless Noted Otherwise

Dense Graded Asphalt

Stone Mastic Asphalt

Cationic Rapid Set

Australian Asphalt Pavement Association

Quick Drying PrimeQDP

MISCELLANEOUS

DG/DGA/AC

LONGITUDINAL JOINT - SECTIONS AND DETAILS

LONGITUDINAL JOINT, ASPHALT OVER CRCP (JOINT OFFSET)

LONGITUDINAL JOINT, FLEXIBLE PAVEMENT (JOINT OFFSET)

PAVEMENT ARRANGEMENT PLAN

Open Graded Asphalt

PRINCIPAL ENGINEER PAVEMENTS, MATERIALS AND GEOTECHNICAL

03

NOTES

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Asphalt Standard Drawing Notes

GENERAL

PAVING

JOINT LAYOUT DESIGN

WEARING COURSE

TACKCOAT

PRIMERSEAL and SEALS

KERBS, ISLANDS, MEDIANS AND BARRIERS

accordance with Standard AS 1379 and must not be extruded.

SC, SE, SK and SL must be strength grade N32 (min) in

Unless otherwise allowed in the Specification, kerb types SA, SB,23.

SEALANTS AND FILLERS

LEAN-MIX CONCRETE SUBBASE (LCS)

PROFILING

ASPHALT OVERLAY OF CONCRETE

Concrete Pavements.

Refer to RMS technical direction PTD 2012/001 Asphalt overlay of22.

All profiling operations must be in accordance with R101.21.

24. Sealants and fillers must be in accordance with R83.

surface shape requirements specified in R116, R117, R119 or R121.

coinciding with the surface of the rest of the mat and satisfying the

Each joint must be finished with a smooth, planar surface8.

mat must be removed prior to placing the adjacent mat.

All loose, cracked and/or boney material at the edge of a paved7.

The minimum paving width is 1.5 m.6.

machine is impractical.

of the existing surface and in areas where placement with a paving

Hand placement of asphalt is only permitted for minor corrections5.

Table 3.1.

The allowable asphalt layer thickness during paving is listed in4.

Reserved.20.

and R107 respectively.

All primerseals and seals must be applied in accordance with R10619.

REFERENCES

-

-

21 - 35

-

-

30 - 50

30 - 50

30 - 50

42 - 70

42 - 70

42 - 70

60 - 100

-

-

DENSE GRADED ASPHALT (DGA)

STONE MASTIC ASPHALT (SMA)

OPEN GRADED ASPHALT (OGA)

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

available onsite and meet requirements of Notes 10 to 12.

to form joints according to asphalt production and paving equipment

Where no joints are shown on the drawings, the contractor is permitted13.

formed at the commencement of each paving run.(c)

offset by a minimum of 1 m from the joint in the underlying layer;(b)

located a minimum of 25 m apart;(a)

Transverse joints must be:12.

the Principal.

coincident with traffic markings, unless otherwise approved by(c)

coincident within 150 mm of the line of change in crossfall;(b)

offset by 150 mm from the joint in the underlying layers;(a)

Longitudinal joints must be:11.

markings or at the centre of the lane, unless noted on the drawings.

Longitudinal asphalt joints must be located within ± 25 mm of line10.

joints are shown on the planned drawings.

The location of mandatory longitudinal and transverse asphalt9.

height of the OGA to the gutter.

The edge of the OGA must be rolled over to minimise the step16.

should be laid flush with the top of the gutter.

Stone mastic asphalt (SMA) and Dense Graded Asphalt (DGA)15.

a gutter.

Open graded asphalt (OGA) must be laid above the top level of14.

complying with AS 1160.

Bitumen emulsion for use as a tackcoat must be CRS/170-60 and18.

application rate must be doubled on vertical faces.

0.15 L/m² and 0.30 L/m² of residual bitumen. For joints the

The tackcoat must be applied at an application rate of between17.

Specification and Supply of Concrete.AS 1379 -

of pavements.

Bituminous emulsions for the construction and maintenanceAS 1160 -

Cold Applied Elastomeric Joint SealantsB312:RMS

Structures

Preformed Joint Fillers for Concrete Road Pavements and3204:RMS

Stone Mastic AsphaltR121:RMS

Open Graded AsphaltR119:RMS

Light Duty Dense Graded AsphaltR117:RMS

Heavy Duty Dense Graded AsphaltR116:RMS

Binder)

Sprayed Bituminous Surfacing (with Polymer ModifiedR107:RMS

Sprayed Bituminous Surfacing (with Cutback Bitumen)R106:RMS

Cold Milling of Road Pavement MaterialsR101:RMS

Concrete Pavement BaseR83:RMS

Lean-Mix Concrete SubbaseR82:RMS

All asphalt pavement dimensions relate to compacted asphalt.(b)

All dimensions are in millimetres unless noted otherwise;(a)

Dimensions:3.

and constructors.

These Drawings provide standard details for use by both designers2.

Abbreviations and nomenclature are scheduled on Sheet 02.

A definition of terms is contained in the specification.1.

must cover the full end of the LCS.

(or other structure). The filler must comply with RMS 3204 and

A filler must be provided between the LCS and the abutment28.

and/or edges must be no more acute than 60°.

be 90° ± 10° to the top surface. Slab corners formed by joints

or corrugated. They must not be tied. The vertical alignment must

LCS joints are typically butt faced and need not be scabbled27.

must be located within the nominated zone.

without longitudinal joints but, if joints are shown on the drawings, they

and/or free edges. Hence, LCS may be paved in large widths

For LCS, no upper limit is specified on the width between joints26.

lane lines.

must be located within 0.25 m from the planned location of the design

LCS longitudinal joints (if required by the nominated paving method)25.

04

MISCELLANEOUS

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AC14

AC20

ZONE

MATERIAL

SELECTED

SUBGRADE

NATURAL

NOT TO SCALE

LONGITUDINAL ASPHALT TRANSITION DETAILS

WEARING COURSE WEARING COURSE

7 mm ASPHALT SEAL

TRANSITION

10.0 m

1.0 m

TRANSVERSE CONSTRUCTION JOINT

SCALE 1 : 20

WEARING COURSE

SUBBASE MATERIAL

MIN

1 000

MIN

1 000

LAID FIRST LAID SECOND INTERMEDIATE LAYERS

05

If third lane is required, second lane to be offset as per first lane.(a)

NOTE:

LONGITUDINAL JOINT - SECTIONS AND DETAILS

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150150MARKING

LANE LINE

WEARING COURSE

NO CROWN

CROWN

OR CROWN

MARKING

LANE LINE

REFER TO NOTE 17

TACKCOAT ON EDGE

SUBBASE MATERIAL

SUBBASE MATERIAL

WEARING COURSE

WEARING COURSE 150150MARKING

LANE LINE

REFER TO NOTE 17

TACKCOAT ON EDGE

SUBBASE MATERIAL

NO CROWN

LAID FIRSTLAID SECOND

REFER TO NOTE 17

TACKCOAT ON EDGE

150150

SUBBASE MATERIAL

NO CROWN

LAID SECONDWEARING COURSE

LAID FIRST

LONGITUDINAL CONSTRUCTION JOINT

FIRST LANE

LONGITUDINAL CONSTRUCTION JOINT - UNCONFINED

SECOND LANE

LONGITUDINAL CONSTRUCTION JOINT - CONFINED

SECOND LANE

A

-

INTERMEDIATE LAYERS

INTERMEDIATE LAYERS

INTERMEDIATE LAYERS

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENTEDGE OF PAVEMENT

50

50

50

150150

WIDTH OF PAVEMENT

INTERMEDIATE LAYERS

LONGITUDINAL CONSTRUCTION JOINT

OR MIDDLE OF LANE

LANE LINE MARKING

ASPHALT BASE

AND GUTTER

SA OR SO KERB

ASPHALT BASE

AND GUTTER

SA OR SO KERB

STONE MASTIC ASPHALT WEARING COURSE

WEARING COURSES ADJACENT TO KERB AND GUTTER

ASPHALT WEARING COURSE

SMA WEARING COURSE

DETAIL

NOT TO SCALE

A2 DETAIL

NOT TO SCALE

A3

ASPHALT BASE

AND GUTTER

SA OR SO KERB

OGA WEARING COURSE

REFER TO NOTE 16

DETAIL

NOT TO SCALE

A1

OPEN GRADED ASPHALT WEARING COURSE DENSE GRADED ASPHALT WEARING COURSE

ASPHALT SEAL ASPHALT SEAL

-,07 -,07 -,07

06

(JOINT OFFSET)

LONGITUDINAL JOINT, ASPHALT OVER CRCP

NOTES:

FLEXIBLE PAVEMENT

ASPHALT OVER CRCP


PAVEMENT TYPES:(a)

DETAIL C

-SCALE 1:20

ASPHALT

CRCP BASE

All dimensions are in metres unless noted otherwise.(e)

Slab widths and all lane widths are indicative only.(d)

Refer to RMS standard pavement subsurface drainage details.(c)

for all concrete details.

Refer to RMS Rigid Pavement Standard Drawings(b)

50 mm

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LCS SUBBASE (TYPICAL)

ASPHALT

LCS SUBBASE (TYPICAL)

ASPHALT

TYPICAL CROSS SECTION

SECTION

SCALE 1:75 -

1 SECTION

SCALE 1:75 -

2

CRCP BASECRCP BASE

C

-

C

-

1.9 4.3 3.8 4.0 3.0

SHOULDER

2.5

TRAVEL LANE

3.5

TRAVEL LANE

3.5

SHOULDER

0.5 MIN

SHOULDER

2.5

TRAVEL LANE

3.5

SHOULDER

1.0

ASPHALT JOINT PLACEMENT

CRCP LONGITUDINAL JOINTS

PLACEMENT

ASPHALT JOINT

CRCP LONGITUDINAL JOINTS

LA

NE

S

0.5

2.5

3.5

3.5

1.9

4.3

3.8

PAVEMENT

FLEXIBLE

1

-

SL

AB

BA

SE

4.0

3.0

2

-

SL

AB

BA

SE

4.0

4.0

2.5

3.5

2.0

LA

NE

S

2.5

SCALE 1:500

ASPHALT JOINT AND LANE MARKING

RAMP PAVEMENT JOINT ARRANGEMENT

CONCRETE TRANSVERSE JOINTS NOT SHOWN FOR CLARITY


ASPHALT OVER CRCP

JOIN

TS

CR

CP

JOINTS SEE NOTE (b)

CRCP LONGITUDINAL

1.9 4.3 3.8

SHOULDER

0.5 MIN

07

(JOINT OFFSET)

LONGITUDINAL JOINT, FLEXIBLE PAVEMENT

NOTE 25

0.25

NOTE 25

0.25

DETAIL B

-SCALE 1:20

PLANNED ASPHALT JOINT

REFER TO NOTE 11(a)

JOINT LOCATION

NOTES:

FLEXIBLE PAVEMENT

ASPHALT OVER CRCP


PAVEMENT TYPES:(a)


Slab widths and all lane widths are indicative only.(d)




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SHOULDER

0.5 MIN


SECTION

SCALE 1:75 -

1B

ASPHALT


ASPHALTASPHALT

SECTION

SCALE 1:75 -

2

SECTION

SCALE 1:75 -

1A

EDGE OF PAVEMENT

LCS SUBBASE

LCS SUBBASE

LCS SUBBASE

ASPHALT INTERMEDIATE LAYERSASPHALT INTERMEDIATE LAYERS

ASPHALT INTERMEDIATE LAYERS

B

-

B

- B

-

B

-

B

-

A

05

A

05

A

05

A

05

SHOULDER

2.5

TRAVEL LANE

3.5

TRAVEL LANE

3.5

SHOULDER

2.5

TRAVEL LANE

3.5

TRAVEL LANE

3.5

SHOULDER

2.5

TRAVEL LANE

3.5

SHOULDER

0.5 MIN

SHOULDER

0.5 MIN

CROWN

JOINT PLACEMENT


JOINT PLACEMENT


JOINT PLACEMENT


ON SHEET No 05.

LANE - UNCONFINED

REFER TO LAYING ADJOINING

ON SHEET No 05.

LANE - UNCONFINED

REFER TO LAYING ADJOINING

LA

NE

S

0.5

2.5

3.5

3.5

PAVEMENT

FLEXIBLE

1

-

2

-

2.5

3.5

2.0

LA

NE

S

SCALE 1:500

ON RAMP PAVEMENT ARRANGEMENT

2.5

2.5

3.5

1.0

LA

NE

S

PAVEMENT

FLEXIBLE

FLEXIBLE PAVEMENT


LANE LINE MARKING

SHOULDER

2.5

TRAVEL LANE

3.5

TRAVEL LANE

3.5

08PAVEMENT ARRANGEMENT PLAN

NOTES:

AC ON FLEXIBLE PAVEMENT

RIGID PAVEMENT

PAVEMENT TYPES:(a)


Slab widths marked ' ' and all lane widths are indicative only.(d)




*

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SL

AB

BA

SE

4.3

3.8

1.9

1.5 M

IN

2.5

3.9

4.3

3.8

SL

AB

BA

SE

1.5 M

IN

4.3 M

AX

0.5

3.5

SL

AB

BA

SE

1.9

3.8

4.3

1.5 M

IN

3.5

3.5

0.5

LA

NE

S

2.5

LA

NE

S

0.5

LA

NE

S

1.0

LA

NE

S

2.5

3.5

3.5

3.8

4.3

1.9

4.0

MIN

1.5

MIN

1.5

TAPER TO A MINIMUM 1.5m TYPICAL

MIN

1.5

BR

EA

KD

OW

N B

AY

6.0

m

3.5

3.5

3.5

*

*

*

*

*

*

*

*

*

*

*

*

3.5

3.5

2.5

FLEXIBLE PAVEMENT

TURNING AREAS AND BREAKDOWN BASE

SCALE 1:500

PAVEMENT ARRANGEMENT PLAN

09

UP TO ± 5

UP TO ± 10 15

8

12

2

4

11

20

JOINT WITH SEALANT

8

NOTES:

OF ASPHALT LAYER

10 mm FROM BOTTOM

TABLE 10.1 ISOLATION AND EXPANSION JOINT DIMENSIONS

Table 10.1.

For movements greater than ± 5 mm up to ± 10 mm use the corresponding dimensions shown in(b)

Joint as detailed and dimensioned is suitable for joint gap movements up to ± 5 mm.(a)

(mm)

MOVEMENT

WIDTH (mm)

SAWCUT

DEPTH (mm)

SEALANT

(mm)

DEPRESSION

DIAMETER (mm)

BACKER ROD

DEPTH

SAWCUT

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*100 100

20 20

MIN

10

ASPHALT

CONCRETE CONCRETE

*

BOND BREAKING TAPEMEMBRANE

INDEXTENE HD ISOLATION

BITUTHENE 5000 ORA

-

FOR BRIDGE JOINT SEE BRIDGE STANDARD DRAWING RMS B035A

SCALE 1 : 2.5

ISOLATION AND EXPANSION JOINT

(ASPHALT WEARING COURSE)

DETAIL

SCALE 1:1

B

-

8

28

SLAB

APPROACH

BACKER ROD

Ø11 mm

WEARING COURSE

WEARING COURSE

LAYER

INTERMEDIATE

SEAL

BITUMINOUS

BITUMINOUS SEAL

ASPHALT BASE

OF ASPHALT LAYER

FROM THE BOTTOM

SAWCUT 10 mm

(SEALED SAWCUT IN ASPHALT WEARING COURSE)

A TO RMS B312)

(ST OR GT TYPE

SEALANT

2

8

8

BACKER ROD

Ø11 mm

DETAIL

SCALE 1:1

A

-

OF ASPHALT LAYER

FROM THE BOTTOM

SAWCUT 10 mm

(SEALED SAWCUT IN ASPHALT WEARING COURSE)

A TO RMS B312)

(ST OR GT TYPE

SEALANT

BOND BREAKING TAPE

MEMBRANE

INDEXTENE HD ISOLATION

BITUTHENE 5000 OR

SCALE 1 : 7.5

B

-

SLAB

APPROACH

WEARING COURSE

INTERMEDIATE LAYER

WEARING COURSE

JOINT BETWEEN FLEXIBLE PAVEMENT AND APPROACH SLAB

ASPHALT BASE

BITUMINOUS SEAL

BITUMINOUS SEAL

Asphalt drawings Volume 1 - New Construction

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Transcript of Asphalt drawings Volume 1 - New Construction