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ED 1 REV 0
DS2012/001329
P1604
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
014
18/02/2014
02
REVISION REGISTER AND SHEET INDEX
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onstruction\P
1604_
V1_02.d
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tetlero
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09ED 1 REV 0
DS2012/001329
P1604
OR AS NOTED.NOT TO SCALE,SCALES: A3 ORIGINAL
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
APPROVED FOR USE
REGISTRATION No OF PLANS SHEET No
ISSUE
© COPYRIGHT ROADS AND MARITIME SERVICES
No OF SHEETSREFERENCE No
Volume 1 - New Construction
ASPHALT
PAVEMENT STANDARD DRAWINGS
DATE
G. VOROBIEFFMATERIALS AND GEOTECHNICAL
PRINCIPAL ENGINEER PAVEMENTS,
ASSET MAINTENANCE DIVISION
ENGINEERING TECHNOLOGY SERVICES BRANCH
PREPARED BY: PAVEMENT SECTION
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION CHCK
18/0
2/2
014
11:4
0:0
7 A
M
18/02/2014
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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onstruction\P
1604_
V1_03.d
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09ED 1 REV 0
DS2012/001329
P1604
OR AS NOTED.NOT TO SCALE,SCALES: A3 ORIGINAL
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
APPROVED FOR USE
REGISTRATION No OF PLANS SHEET No
ISSUE
© COPYRIGHT ROADS AND MARITIME SERVICES
No OF SHEETSREFERENCE No
Volume 1 - New Construction
ASPHALT
PAVEMENT STANDARD DRAWINGS
DATE
G. VOROBIEFFMATERIALS AND GEOTECHNICAL
PRINCIPAL ENGINEER PAVEMENTS,
ASSET MAINTENANCE DIVISION
ENGINEERING TECHNOLOGY SERVICES BRANCH
PREPARED BY: PAVEMENT SECTION
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION CHCK
18/0
2/2
014
11:4
0:0
7 A
M
18/02/2014
18/02/2014
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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09ED 1 REV 0
DS2012/001329
P1604
OR AS NOTED.NOT TO SCALE,SCALES: A3 ORIGINAL
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
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ASPHALT
PAVEMENT STANDARD DRAWINGS
DATE
G. VOROBIEFFMATERIALS AND GEOTECHNICAL
PRINCIPAL ENGINEER PAVEMENTS,
ASSET MAINTENANCE DIVISION
ENGINEERING TECHNOLOGY SERVICES BRANCH
PREPARED BY: PAVEMENT SECTION
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION CHCK
18/0
2/2
014
11:4
0:0
9 A
M
18/02/2014
18/02/2014
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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09ED 1 REV 0
DS2012/001329
P1604
OR AS NOTED.NOT TO SCALE,SCALES: A3 ORIGINAL
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
APPROVED FOR USE
REGISTRATION No OF PLANS SHEET No
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© COPYRIGHT ROADS AND MARITIME SERVICES
No OF SHEETSREFERENCE No
Volume 1 - New Construction
ASPHALT
PAVEMENT STANDARD DRAWINGS
DATE
G. VOROBIEFFMATERIALS AND GEOTECHNICAL
PRINCIPAL ENGINEER PAVEMENTS,
ASSET MAINTENANCE DIVISION
ENGINEERING TECHNOLOGY SERVICES BRANCH
PREPARED BY: PAVEMENT SECTION
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION CHCK
18/0
2/2
014
11:4
0:1
0 A
M
18/02/2014
18/02/2014
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
ASPHALT WEARING COURSE
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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09ED 1 REV 0
DS2012/001329
P1604
OR AS NOTED.NOT TO SCALE,SCALES: A3 ORIGINAL
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
APPROVED FOR USE
REGISTRATION No OF PLANS SHEET No
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No OF SHEETSREFERENCE No
Volume 1 - New Construction
ASPHALT
PAVEMENT STANDARD DRAWINGS
DATE
G. VOROBIEFFMATERIALS AND GEOTECHNICAL
PRINCIPAL ENGINEER PAVEMENTS,
ASSET MAINTENANCE DIVISION
ENGINEERING TECHNOLOGY SERVICES BRANCH
PREPARED BY: PAVEMENT SECTION
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION CHCK
18/0
2/2
014
11:4
0:1
0 A
M
18/02/2014
18/02/2014
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 JOINT AND LANE MARKING
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
ASPHALT WEARING COURSE
PAVEMENT TYPES:(a)
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)
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V1_07.d
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09ED 1 REV 0
DS2012/001329
P1604
OR AS NOTED.NOT TO SCALE,SCALES: A3 ORIGINAL
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
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REGISTRATION No OF PLANS SHEET No
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No OF SHEETSREFERENCE No
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ASPHALT
PAVEMENT STANDARD DRAWINGS
DATE
G. VOROBIEFFMATERIALS AND GEOTECHNICAL
PRINCIPAL ENGINEER PAVEMENTS,
ASSET MAINTENANCE DIVISION
ENGINEERING TECHNOLOGY SERVICES BRANCH
PREPARED BY: PAVEMENT SECTION
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION CHCK
18/0
2/2
014
11:4
0:1
1 A
M
18/02/2014
18/02/2014
SHOULDER
0.5 MIN
TYPICAL CROSS SECTION
SECTION
SCALE 1:75 -
1B
ASPHALT
TYPICAL CROSS SECTION
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
ASPHALT WEARING COURSE
JOINT PLACEMENT
ASPHALT WEARING COURSE
JOINT PLACEMENT
ASPHALT WEARING COURSE
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
ASPHALT JOINT AND LANE MARKING
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)
All dimensions are in metres unless noted otherwise.(e)
Slab widths marked ' ' 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)
*
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09ED 1 REV 0
DS2012/001329
P1604
OR AS NOTED.NOT TO SCALE,SCALES: A3 ORIGINAL
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
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No OF SHEETSREFERENCE No
Volume 1 - New Construction
ASPHALT
PAVEMENT STANDARD DRAWINGS
DATE
G. VOROBIEFFMATERIALS AND GEOTECHNICAL
PRINCIPAL ENGINEER PAVEMENTS,
ASSET MAINTENANCE DIVISION
ENGINEERING TECHNOLOGY SERVICES BRANCH
PREPARED BY: PAVEMENT SECTION
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION CHCK
18/0
2/2
014
11:4
0:1
2 A
M
18/02/2014
18/02/2014
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
PenTable :
PlotDriver :
FilePath :
Printe
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PA
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K_
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PA
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DF.pltcfg
O:\Pave
ments\P
1604 - D
evelo
pm
ent of sta
ndard dra
win
gs for asphalt\V
olu
me 1 - N
ew C
onstruction\P
1604_
V1_09.d
gn
tetlero
b
09ED 1 REV 0
DS2012/001329
P1604
OR AS NOTED.NOT TO SCALE,SCALES: A3 ORIGINAL
THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
APPROVED FOR USE
REGISTRATION No OF PLANS SHEET No
ISSUE
© COPYRIGHT ROADS AND MARITIME SERVICES
No OF SHEETSREFERENCE No
Volume 1 - New Construction
ASPHALT
PAVEMENT STANDARD DRAWINGS
DATE
G. VOROBIEFFMATERIALS AND GEOTECHNICAL
PRINCIPAL ENGINEER PAVEMENTS,
ASSET MAINTENANCE DIVISION
ENGINEERING TECHNOLOGY SERVICES BRANCH
PREPARED BY: PAVEMENT SECTION
ISSUE DATE AUTHPREPAMENDMENT DESCRIPTION CHCK
18/0
2/2
014
11:4
0:1
3 A
M
18/02/2014
18/02/2014
*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