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gn files\P
1461_01.d
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tetlero
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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED © COPYRIGHT ROADS AND MARITIME SERVICES
SHEET No
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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
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C:\
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1461 T
YPIC
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AV
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D1
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V1 microstation d
gn files\P
1461_02.d
gn
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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
03
NOTES, ABBREVIATIONS AND REFERENCES
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1461_03.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
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
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
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© 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
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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1461_05.d
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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
G. VOROBIEFF
SHEET No
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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
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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V1 microstation d
gn files\P
1461_06.d
gn
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THIS SHEET MAY BE PREPARED USING COLOUR AND MAY BE INCOMPLETE IF COPIED
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P1461
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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
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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1461_07.d
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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
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
2:0
7:5
1 P
Mat
13/0
5/2
016
on
PA
V_
CO
LO
UR.tbl
pav_
A3_pdf_
col.pltcfg
C:\
Users\tetlero
b\D
ocu
ments\w
ork te
mp\P
1461 T
YPIC
AL P
AV
EM
EN
T P
RO
FIL
ES E
D1
RE
V1 microstation d
gn files\P
1461_08.d
gn
tetlero
b
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
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
2:0
7:5
1 P
Mat
13/0
5/2
016
on
PA
V_
CO
LO
UR.tbl
pav_
A3_pdf_
col.pltcfg
C:\
Users\tetlero
b\D
ocu
ments\w
ork te
mp\P
1461 T
YPIC
AL P
AV
EM
EN
T P
RO
FIL
ES E
D1
RE
V1 microstation d
gn files\P
1461_09.d
gn
tetlero
b
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
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
PenTable :
PlotDriver :
FilePath :
Printe
d b
y
2:0
7:5
1 P
Mat
13/0
5/2
016
on
PA
V_
CO
LO
UR.tbl
pav_
A3_pdf_
col.pltcfg
C:\
Users\tetlero
b\D
ocu
ments\w
ork te
mp\P
1461 T
YPIC
AL P
AV
EM
EN
T P
RO
FIL
ES E
D1
RE
V1 microstation d
gn files\P
1461_10.d
gn
tetlero
b
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