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Overview of the RSACRP project
Road Safety Audit and Crash Reduction Workshop
Bandung, 27 & 28 May, 2011
Gerard Neilson
VicRoads International Projects
Team Leader, RSACRP Project (IndII #194)
RSACRP project
 RSA - Road Safety Audits
 CRP - Crash Reduction Programme
2
RSACRP project deliverables
RSA - Road Safety Audit
• 16 EINRIP Projects
CR - Crash Reduction
• CR reports for 30 sites on Jalan Pantura and
Jalintim Sumatera
• CR engineering drawings and documents
for implementation at 20 sites
3
4
Road Infrastructure Safety Management (RISM)
New Schemes Existing Roads
Road
Safety
Impact
Assess-
ment
Road
Safety
Audit
Road
Safety
Inspection
Black Spot
Manage-
ment
Network
Safety
Manage-
ment
(RIA) (RSA) (RSI) (BSM) (NSM)
Pro-active
(prevention)
Re-active
(cure)
5
RISM for Indonesia
New
Schemes
Existing Roads
Road Safety
Audit
Road Safety
Inspection
Black Spot
Management
(RSA) (RSI) (BSM)
Pro-active
(prevention)
Re-active
(cure)
6
RSA Crash Reduction
RSA Summary
16 RSA Reports
 Lead auditors included Andria Fitra (1),
Arief Rizaldi (1), Jany Agustin (3) and Victor
Taufik (1)
 6 reports being translated into Bahasa
Indonesia
 1 report was a desk-top study
7
How does RSA work?
RSA is a process to ensure that,
for road construction or re-construction
projects,
road user safety is not unduly comprised by
the design.
8
9
10
11
Why not make the RSA
recommendations a permanent feature
of future designs?
Often, RSA recommendations lead to a re-
evaluation of design standards.
12
And what if the road is already under
construction?
13
Suggested implementation process for
the current 16 EINRIP Projects
14
EINRIP
PMU
IndII
EINRIP
Supervising
Consultant
Subdit
LKJ
Auditor
RSACRP Project
Implementation process - Stage 1
1. Auditor delivers reports to Subdit LKJ,
who issues reports to the PMU
2. PMU and Subdit LKJ have “closure
meeting”, attended by the SKJ and RSEU
staff who completed the site inspection
15
EINRIP
PMU
Subdit
LKJ
Auditor
RSACRP Project
Purpose of closure meeting
NOT to discuss the merits of the RSA report
recommendations;
but
to determine if there are circumstances or
issues which may be relevant to or impact on
the recommendations.
16
3. If the closure meeting determines that
there are issues which may be relevant to
or impact on the audit report
recommendations, the Subdit LKJ may
issue a revised version of the report.
17
Implementation process - Stage 2
4. After consultation with IndII, the PMU
informs IndII of its decision in respect to the
audit report’s recommendations
5. The PMU directs the Supervising Consultant
on how to proceed.
18
EINRIP
PMU
IndII
EINRIP
Supervising
Consultant
RSACRP project - CR programme
CR - Crash Reduction
• CR reports for 30 sites on Jalan Pantura and
Jalintim Sumatera
• CR engineering drawings and documents
for implementation at 20 sites
19
Nearly half of all road accidents in Europe occur on
the two-lane rural road network.
 these roads have lower geometric design than
higher order roads;
 they are not as well maintained;
 head-on & run-off-road accidents are frequent,
 and linked to:
• high speeds;
• dangerous overtaking;
• driver inattention;
• design constraints;
• sight restrictions; and
• roadside obstacles.
20
Blackspot definition
A blackspot should be defined as any location
which:
 has a higher expected number of
accidents, than at other similar locations,
 as a result of local risk factors.
RiPCORD-iSEREST project, European R & D project supported by the
European Commission, 2005-2007.
21
is site
sites
Blackspot - a definition for Indonesia
A blackspot is defined as any site which:
 has a higher number of accidents, than at
other similar sites,
 as a result of local risk factors.
A site may be either
• a location (a curve, an intersection, etc.),
or,
• a route (typically 1 km to 20 km long).
22
Year Accidents Killed Seriously Slight
1992 19 920 9 819 13 363 14 846
1993 17 323 10 038 11 453 13 037
1994 17 469 11 004 11 055 12 215
1995 16 510 10 990 9 952 11 873
1996 15 291 10 869 8 968 10 374
1997 17 101 12 308 9 913 12 699
1998 14 858 11 694 8 878 10 609
1999*) 12 675 9 917 7 329 9 385
2000 12 649 9 536 7 100 9 518
2001 12 791 9 522 6 656 9 181
2002 12 267 8 762 6 012 8 929
2003 13 399 9 856 6 142 8 694
2004 17 732 11 204 8 983 12 084
2005 91 623 16 115 35 891 51 317
2006 87 020 15 762 33 282 52 310
2007 49 553 16 955 20 181 46 827
2008 59 164 20188 23 440 55 731
23
24
0
5,000
10,000
15,000
20,000
25,000
1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008
persons killed
25
0
5,000
10,000
15,000
20,000
25,000
1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008
persons killed
14 years, 83% increase
Road casualties in France (1956-2005)
14 years, 83% increase
10 years 20 years
Three (of several) key provisions which
will improve road user safety
• Provide sealed shoulders
• Provide delineation of the road alignment
at bends and sharp curves
• Marking hazards, particularly the end walls
on narrow bridges
27
Use of the road space
On developed networks:
In rural areas, vehicles travel in the traffic
lane together with some motorcycles which
travel at a similar speed to the vehicles.
There are no pedestrians;
In urban areas, where there are pedestrians,
they typically walk on footpaths which are
separated from the traffic lanes by a kerb.
28
29
pedestrians
vehicles
motor-cycles
cross-section
30
Shared use of the road space
31
vehicles and motorcycles
motorcyclists
and pedestrians
pedestrians
32
traffic lane
Shoulders
33
traffic lane
3.5 m
shoulder
2 m
Shoulder looks like another traffic lane.
Shoulder is too wide and the outer edge
line is not needed.
34
Recommended carriageway widths
On Pantura and Jalintim, from a road safety
perspective, the ideal road cross-section
widths on 2-lane 2-way sections in rural areas
are:
 traffic lanes: 3.5 m each
 shoulder: 2.0 m total each side, of which
• 1.5 m is sealed and
• 0.5 m is gravel
35
Carriageway width departures
carriageway
element
ideal departure
traffic lane 3.5 3.0
shoulder 2.0 1.5
36
Culvert lengths
37
Thank you!
Gerard Neilson
VicRoads International Projects
Team Leader
IndII RSACRP Project
Jakarta, Indonesia
06 May, 2011.
38

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Overview of the RSACRP Project

  • 1. Overview of the RSACRP project Road Safety Audit and Crash Reduction Workshop Bandung, 27 & 28 May, 2011 Gerard Neilson VicRoads International Projects Team Leader, RSACRP Project (IndII #194)
  • 2. RSACRP project  RSA - Road Safety Audits  CRP - Crash Reduction Programme 2
  • 3. RSACRP project deliverables RSA - Road Safety Audit • 16 EINRIP Projects CR - Crash Reduction • CR reports for 30 sites on Jalan Pantura and Jalintim Sumatera • CR engineering drawings and documents for implementation at 20 sites 3
  • 4. 4
  • 5. Road Infrastructure Safety Management (RISM) New Schemes Existing Roads Road Safety Impact Assess- ment Road Safety Audit Road Safety Inspection Black Spot Manage- ment Network Safety Manage- ment (RIA) (RSA) (RSI) (BSM) (NSM) Pro-active (prevention) Re-active (cure) 5
  • 6. RISM for Indonesia New Schemes Existing Roads Road Safety Audit Road Safety Inspection Black Spot Management (RSA) (RSI) (BSM) Pro-active (prevention) Re-active (cure) 6 RSA Crash Reduction
  • 7. RSA Summary 16 RSA Reports  Lead auditors included Andria Fitra (1), Arief Rizaldi (1), Jany Agustin (3) and Victor Taufik (1)  6 reports being translated into Bahasa Indonesia  1 report was a desk-top study 7
  • 8. How does RSA work? RSA is a process to ensure that, for road construction or re-construction projects, road user safety is not unduly comprised by the design. 8
  • 9. 9
  • 10. 10
  • 11. 11
  • 12. Why not make the RSA recommendations a permanent feature of future designs? Often, RSA recommendations lead to a re- evaluation of design standards. 12
  • 13. And what if the road is already under construction? 13
  • 14. Suggested implementation process for the current 16 EINRIP Projects 14 EINRIP PMU IndII EINRIP Supervising Consultant Subdit LKJ Auditor RSACRP Project
  • 15. Implementation process - Stage 1 1. Auditor delivers reports to Subdit LKJ, who issues reports to the PMU 2. PMU and Subdit LKJ have “closure meeting”, attended by the SKJ and RSEU staff who completed the site inspection 15 EINRIP PMU Subdit LKJ Auditor RSACRP Project
  • 16. Purpose of closure meeting NOT to discuss the merits of the RSA report recommendations; but to determine if there are circumstances or issues which may be relevant to or impact on the recommendations. 16
  • 17. 3. If the closure meeting determines that there are issues which may be relevant to or impact on the audit report recommendations, the Subdit LKJ may issue a revised version of the report. 17
  • 18. Implementation process - Stage 2 4. After consultation with IndII, the PMU informs IndII of its decision in respect to the audit report’s recommendations 5. The PMU directs the Supervising Consultant on how to proceed. 18 EINRIP PMU IndII EINRIP Supervising Consultant
  • 19. RSACRP project - CR programme CR - Crash Reduction • CR reports for 30 sites on Jalan Pantura and Jalintim Sumatera • CR engineering drawings and documents for implementation at 20 sites 19
  • 20. Nearly half of all road accidents in Europe occur on the two-lane rural road network.  these roads have lower geometric design than higher order roads;  they are not as well maintained;  head-on & run-off-road accidents are frequent,  and linked to: • high speeds; • dangerous overtaking; • driver inattention; • design constraints; • sight restrictions; and • roadside obstacles. 20
  • 21. Blackspot definition A blackspot should be defined as any location which:  has a higher expected number of accidents, than at other similar locations,  as a result of local risk factors. RiPCORD-iSEREST project, European R & D project supported by the European Commission, 2005-2007. 21 is site sites
  • 22. Blackspot - a definition for Indonesia A blackspot is defined as any site which:  has a higher number of accidents, than at other similar sites,  as a result of local risk factors. A site may be either • a location (a curve, an intersection, etc.), or, • a route (typically 1 km to 20 km long). 22
  • 23. Year Accidents Killed Seriously Slight 1992 19 920 9 819 13 363 14 846 1993 17 323 10 038 11 453 13 037 1994 17 469 11 004 11 055 12 215 1995 16 510 10 990 9 952 11 873 1996 15 291 10 869 8 968 10 374 1997 17 101 12 308 9 913 12 699 1998 14 858 11 694 8 878 10 609 1999*) 12 675 9 917 7 329 9 385 2000 12 649 9 536 7 100 9 518 2001 12 791 9 522 6 656 9 181 2002 12 267 8 762 6 012 8 929 2003 13 399 9 856 6 142 8 694 2004 17 732 11 204 8 983 12 084 2005 91 623 16 115 35 891 51 317 2006 87 020 15 762 33 282 52 310 2007 49 553 16 955 20 181 46 827 2008 59 164 20188 23 440 55 731 23
  • 24. 24 0 5,000 10,000 15,000 20,000 25,000 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 persons killed
  • 25. 25 0 5,000 10,000 15,000 20,000 25,000 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 persons killed 14 years, 83% increase
  • 26. Road casualties in France (1956-2005) 14 years, 83% increase 10 years 20 years
  • 27. Three (of several) key provisions which will improve road user safety • Provide sealed shoulders • Provide delineation of the road alignment at bends and sharp curves • Marking hazards, particularly the end walls on narrow bridges 27
  • 28. Use of the road space On developed networks: In rural areas, vehicles travel in the traffic lane together with some motorcycles which travel at a similar speed to the vehicles. There are no pedestrians; In urban areas, where there are pedestrians, they typically walk on footpaths which are separated from the traffic lanes by a kerb. 28
  • 31. Shared use of the road space 31 vehicles and motorcycles motorcyclists and pedestrians pedestrians
  • 33. 33 traffic lane 3.5 m shoulder 2 m Shoulder looks like another traffic lane. Shoulder is too wide and the outer edge line is not needed.
  • 34. 34
  • 35. Recommended carriageway widths On Pantura and Jalintim, from a road safety perspective, the ideal road cross-section widths on 2-lane 2-way sections in rural areas are:  traffic lanes: 3.5 m each  shoulder: 2.0 m total each side, of which • 1.5 m is sealed and • 0.5 m is gravel 35
  • 36. Carriageway width departures carriageway element ideal departure traffic lane 3.5 3.0 shoulder 2.0 1.5 36
  • 38. Thank you! Gerard Neilson VicRoads International Projects Team Leader IndII RSACRP Project Jakarta, Indonesia 06 May, 2011. 38