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5
DBST
reject
2~3
HWL 0.6 0.8m
PI, CBR
PI
Mr. Hum
CBR
DBST
1
2~3
Research Center 10
1.
25mm, 5mm
2.
25-5mm
5-0mm
Limestone .
MPWT
MPWT
Mr. Sinal
(Engi neer)
Mr. Pi seth
1 TMC
2016 4 6 9: 30 12: 00, 13: 00 14: 30
TMC
1.
2.
CBR
3 50cm
CBR
CBR
CBR
CBR 3
CBR
200m.
40% 500mm
CBR 16%
10kN
Job Mix
TMC
60 /H
20-13mm( 25mm), JIS 5
13-5mm JIS 6
5-0mm,
60/70
5mm 2.5mm
2.5mm
50-37 37-19 39
37-19 19-12.5 21
19-12.5 12.5-5.0 13.5
12.5-5.0 5.0-2.5 3.5
5.0-0 2.5-0
As
/
/
1 /
M-30 20-10 5-0 70 20 10
10 16pass
10 16pass
12 16
pass
12 16 20pass
150 11
145 11
135 10
110
5
2016 4 7 14: 00 15: 00
MPWT 5
1.
( 5 )
ODA
25~30cm
20~25cm
5x2=10cm
5cm
CBR 200~500m
40~50cm
27cm 1
7cm
60/70
ESAL 15x106
7
100km, 50km
2016 4 8 10: 30 13: 30
1.
2.
2
QC
11
5
LS
LS
MPWT
3~4
LS
60/70
3 10,000t
25
3
30cm
1~2%
13cm
3.5cm+3.5cm
2016 4 11 9: 00 14: 30
EME
SMA
120 350
120 3~6% 350 2^%.
2
19 13.2 9.5 6.7 4.75 2.36 1.18 0.6 0.3
0.15 0.075
6.7 1.18
9.5
13.2 13
14
JIS 6 13-5
14-10 10-7 7-5
400 /
300 350 /H
23
Quarry
10 14 20-14 14-10 10-7 7-
5 5-2.5
JIS
28-20 20-14 14-5 5-2.5 2.5-0
1
12 5mm~
12 3~5mm
10,000 3mm
EME
1 2%.
2016 4 12 13: 30 16: 00
100mm
20mm 150mm
10,000 (4 ) 3mm
70 90
5%
Repeated flexural bending
Resilient modulus
Moisture sensitivity, Stripping
Potential)
Fatigue Test
CBR
CBR
25 3
30 2.7 1000cc
4~10
2016 4 13 9: 30 12: 30
JACOBS
1.
2.
Austoroads Pavement Guide
Supplement
Roads and Marines
Empirical design methods, Mechanical design Methods
Empirical design method
Mechanical design methods
CIRCLY
Mr. Branco
Verification
Supervision, Hold Points, Non-
conformances, Certification(
spec
2
1
2
3
3 Liability
0.425mm PI
175mm
a) 150mm Capping layer
b) Drains
c)
ARRB
Mr. Michael Moffatt ( PIARC ) Mr. Kieran Sharp (REAAA
), Dr. Didier Bodin (Principal Research Engineer),
Mr. Shannon Malone (Laboratory Manager)
2016 4 14 12: 30 15: 30
ARRB
1.
2.
Austoroads Guide
ARRB
80%
Queensland Victoria
spec
Mechanistic design method
Mechanistic empirical design method
Mr. Mi chael
1980 1984~7
1990
CBR
CBR
10
2 Standard Modified(
) Standard
100%
Natural gravel
Natural gravel
175mm
20mm
Aus+Stab Guide to Stabilization
2
0.1
ARRB 100 2
150 3
Servopac Gyropac
$10,000~$15,000 Servopac($20,000~$25,000)
1990
10,000
40,000
Invert Pavement
Plat Form
100%
40mm
200mm
TRH 60%
TRH-4 SARDS
South Africa Road Design System
TRH-4
G1
GAMES CRAMES
Ev Eh
E80 Traffic Axle Load Spectrum
weigh-in-motion
SANRAL
2 15
SGC SGC
PG
6
HiMA
CSIR Dr.
Dee
SAPEM
Chapter14 15 SAPEM
UK Research for
Community Access Partnership (ReCAP)
Low Volume Road DCP
Design
SANRAL SARDS
Empirical-Mechanical-Probability
MePAD MeGAME
SABITA TRH-8 Low,
Middle, High
CSIR
150mm As Base
40-50mm As
1970 80
Brush Test
PG
Workability Durability
Fatigue
2 1 High Modulus
Asphalt
Bailey Method (US)
SABITA TRH-8
PI Professional Indemnity
Insurance UK
PI
PI
1
Process Control Quality Control
National Judicative System
Material
Engineer
Double Seal DBST
As
As D=200mm 1%
5% As
Emulsion Treatment Base
50mm Asphalt Concrete
2 3
2 Co
45
500
4.6%
26mm
4.2%
lime stone
ACV Aggregate Crushing Value
Zambia
SATAC
Geotextile PVC
T2
Inverted Seal
48 14
Process Control 100%
Quality Control 50:50
Professional Indemnity PI
10
Latent Defect
5% 10% retension 1 2
Insurence Bond
Lusaka Project
Manager Resident Engineer Assistant
Resident Engineer Geometric Surveyer
Material Engineer Material Technician 2
Inspector 2 8 Quantity Surveyer
Assistant Resident Engineer
Lusaka Project Engineer
Resident Project Engineer
Resident Project Engineer
Regional Manager
EU AfDB F/S D/D
D/D
Construction
Management Plan
Method Statement
Quality Assurance Plan
Client
1981 2001
Weigh Bridge
MCC
No Quality Control
SATCC
RDA
PM RE Assistant RE
CAD
Assistant RE Material/Pavement Engineer
RDA FS+DD DR+SV
DR
DD
DR 2 3
DR
PI
Service Contract
Quality Management Plan
Environmental Management Plan
works Contract
Construction Plan
Plan
Tokyo Way
DG
DG
ODA
ODA
2000 12
53
Key Words
2000 12
54
2000 12
55
2000 12
56
2000 12
57
2000 12
58
Designing and Constructing SMA Mixtures
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