MANUAL OF NATO SAFETY PRINCIPLES FOR THE STORAGE OF MILITARY AMMUNITION AND EXPLOSIVES (May 2010) - page 7

 

  Index      Manuals     MANUAL OF NATO SAFETY PRINCIPLES FOR THE STORAGE OF MILITARY AMMUNITION AND EXPLOSIVES (May 2010)

 

Search            copyright infringement  

 

   

 

   

 

Content      ..     5      6      7      8     ..

 

 

 

MANUAL OF NATO SAFETY PRINCIPLES FOR THE STORAGE OF MILITARY AMMUNITION AND EXPLOSIVES (May 2010) - page 7

 

 

ANNEX I-A
AASTP-1
(Edition 1)
It is essential to study the text in Chapter 3 when using this table since they are
complementary. Where “No QD” is shown on the matrix practical considerations will
dictate actual separation distances.
Table 3C SsD 1.3.1 QD Matrix for Non-Earth Covered Medium/Light Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable support,
with suitable support,
freight container loaded with
freight container loaded
barricaded.
unbarricaded.
ammunition, barricaded.
with
ammunition,
Process
Facility,
Process
Facility,
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
10m
10m
10m
10m
1 Standard NATO Igloo,
designed for
7 bar in
These combinations of
These combinations of
These combinations of
These combinations of
accordance with Part
2,
structures would always
structures would always
structures would always be
structures would always
with the door facing away
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
from PES
virtually
complete
virtually
complete
complete protection
virtually
complete
protection
protection
protection
10m
10m
10m
10m
2 Standard NATO Igloo,
designed for
7 bar in
These combinations of
These combinations of
These combinations of
These combinations of
accordance with Part
2,
structures would always
structures would always
structures would always be
structures would always
with the door facing
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
perpendicularly to the
virtually
complete
virtually
complete
complete protection
virtually
complete
direction of PES
protection
protection
protection
25m
25m
25m
25m
3 Standard NATO Igloo,
designed for
7 bar in
These combinations of
These combinations of
These combinations of
These combinations of
accordance with Part
2,
structures would always
structures would always
structures would always be
structures would always
with the door towards a
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
PES
virtually
complete
virtually
complete
complete protection
virtually
complete
protection
protection
protection
10m
10m
10m
10m
4 Igloo designed for 3 bar
in accordance with Part 2,
These combinations of
These combinations of
These combinations of
These combinations of
with the door facing away
structures would always
structures would always
structures would always be
structures would always
from PES
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
virtually
complete
virtually
complete
complete protection
virtually
complete
protection
protection
protection
10m
10m
10m
10m
5 Igloo designed for 3 bar
in accordance with Part 2,
These combinations of
These combinations of
These combinations of
These combinations of
with the door facing
structures would always
structures would always
structures would always be
structures would always
perpendicularly to the
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
direction of PES
virtually
complete
virtually
complete
complete protection
virtually
complete
protection
protection
protection
25m
25m
25m
25m
6 Igloo designed for 3 bar
in accordance with Part 2,
These combinations of
These combinations of
These combinations of
These combinations of
with the door towards a
structures would always
structures would always
structures would always be
structures would always
PES
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
virtually
complete
virtually
complete
complete protection
virtually
complete
protection
protection
protection
-I-A-67-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3C SsD 1.3.1 QD Matrix for Non-Earth Covered Medium/Light Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable support,
with suitable support,
freight container loaded with
freight container loaded
barricaded.
unbarricaded.
ammunition, barricaded.
with
ammunition,
Process
Facility,
Process
Facility,
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
25m
25m
25m
25m
7 Earth-covered building
These combinations of
These combinations of
These combinations of
These combinations of
not complying with Part 2,
structures would always
structures would always
structures would always be
structures would always
but with a headwall and
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
door(s) resistant to high
virtually
complete
virtually
complete
complete protection
virtually
complete
velocity projections
(see
protection
protection
protection
1.3.5.6 a). The door faces
a PES.
D1
D1
D1
D1
High/Limited degree of
High/Limited degree of
High/Limited degree of
High/Limited degree of
8 Earth-covered building
protection
protection
protection
protection
not complying with Part 2,
but with a door barricade,
(see 1.3.6.4-1.3.6.6). The
door faces a PES.
10m
10m
10m
10m
9 Earth-covered building
not complying with Part 2,
These combinations of
These combinations of
These combinations of
These combinations of
with or without a headwall
structures would always
structures would always
structures would always be
structures would always
and door(s) resistant to
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
fire and low velocity
virtually
complete
virtually
complete
complete protection
virtually
complete
projections,
(see
1.3.5.6
protection
protection
protection
b), but the door faces
away from a PES.
D1
D1
D1
D1
High/Limited degree of
High/Limited degree of
High/Limited degree of
High/Limited degree of
10 Earth-covered building
protection
protection
protection
protection
not complying with Part 2,
with or without a headwall
and door(s) resistant to
fire and low velocity
projections,
(see
1.3.5.6
b), but the door faces
perpendicularly to the
direction of a PES.
D1
D1
D1
D1
High/Limited degree of
High/Limited degree of
High/Limited degree of
High/Limited degree of
11 Earth-covered building
protection
protection
protection
protection
not complying with Part 2,
with or without a headwall
and door(s) resistant to
fire and low velocity
projections,
(see
1.3.5.6
b), with the door facing a
PES
-I-A-68-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3C SsD 1.3.1 QD Matrix for Non-Earth Covered Medium/Light Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable support,
with suitable support,
freight container loaded with
freight container loaded
barricaded.
unbarricaded.
ammunition, barricaded.
with
ammunition,
Process
Facility,
Process
Facility,
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
25m
25m
25m
25m
12 Building of non-
combustible construction
These combinations of
These combinations of
These combinations of
These combinations of
with walls of nominal
structures would always
structures would always
structures would always be
structures would always
450 mm RC
(680 mm
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
brick or equivalent) and
virtually
complete
virtually
complete
complete protection
virtually
complete
protective roof of 150 mm
protection
protection
protection
RC with suitable support.
10m
The door is barricaded if it
10m
10m
10m
faces a PES.
High/Limited degree of
High/Limited degree of
High/Limited degree of
protection
High/Limited degree of
protection
protection
protection
D1
D1
D1
D1
High/Limited degree of
High/Limited degree of
High/Limited degree of
High/Limited degree of
13 Building of non-
protection
protection
protection
protection
combustible construction
with walls of nominal
450 mm RC
(680 mm
brick
or
equivalent),
without a protective roof.
The door is barricaded if it
faces a PES.
D1
D1
D1
D1
These combinations of
These combinations of
These combinations of
These combinations of
14 Building constructed
structures would always
structures would always
structures would always be
structures would always
with walls of
215 mm
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
brick
(or equivalent) and
virtually
complete
virtually
complete
complete protection
virtually
complete
protective roof of 150 mm
protection
protection
protection
concrete with suitable
support, barricaded.
D1
D1
D1
D1
These combinations of
These combinations of
These combinations of
These combinations of
15 Building constructed
structures would always
structures would always
structures would always be
structures would always
with walls of
215 mm
be deemed to provide
be deemed to provide
deemed to provide virtually
be deemed to provide
brick
(or equivalent) and
virtually
complete
virtually
complete
complete protection
virtually
complete
protective roof of 150 mm
protection
protection
protection
concrete with suitable
support, unbarricaded.
D1
D1
D1
D1
High/Limited degree of
High/Limited degree of
High/Limited degree of
High/Limited degree of
16 Open air stack or light
protection
protection
protection
protection
structure,
barricaded.
Truck, trailer, rail-car or
freight container loaded
with
ammunition,
barricaded.
-I-A-69-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3C SsD 1.3.1 QD Matrix for Non-Earth Covered Medium/Light Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable support,
with suitable support,
freight container loaded with
freight container loaded
barricaded.
unbarricaded.
ammunition, barricaded.
with
ammunition,
Process
Facility,
Process
Facility,
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
D1
D1
D1
D1
17 Open air stack or light
High/Limited degree of
High/Limited degree of
High/Limited degree of
High/Limited degree of
structure,
unbarricaded.
protection
protection
protection
protection
Truck, trailer, rail-car or
freight container loaded
with
ammunition,
unbarricaded.
D2
D2
D2
D2
18 Explosives Workshop
with protective
roof,
barricaded
D2
D2
D2
D2
19 Explosives Workshop
without protective roof,
barricaded
D2
D2
D2
D2
20 Explosives Workshop
with or without protective
roof, unbarricaded
D2
D2
D2
D2
21 Low Density Usage
Roads - Less than 1000
vehicles per day
Railways - Less than 1000
passengers per day
Waterways
- Less than
400 users per day
Public Rights of Way or
Recreational Facilities
-
Less than
200 users per
day
(See
1.3.1.14 for full
definitions)
-I-A-70-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3C SsD 1.3.1 QD Matrix for Non-Earth Covered Medium/Light Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable
support,
with suitable
support,
freight container loaded with
freight container loaded
barricaded.
unbarricaded.
ammunition, barricaded.
with
ammunition,
Process
Facility,
Process
Facility,
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
D3
D3
D3
D3
22 Medium Density Usage
Roads - 1000 or more but
less than 5000 vehicles per
day
Railways - 1000 or more
but less
than
5000
passengers per day
Waterways - 400 or more
but less than
1800 users
per day
Public Rights of Way or
Recreational Facilities
-
200 or more but less than
900 users per day
(See
1.3.1.14 for full
definitions)
D4
D4
D4
D4
23 High Density Usage
Roads
-
5000 or more
vehicles per day
Railways - 5000 or more
passengers per day
Waterways
-
1800 or
more users per day
Public Rights of Way or
Recreational Facilities
-
900 or more users per day
(See
1.3.1.14 for full
definitions)
D4
D4
D4
D4
24 Inhabited Building
Places of Assembly
25
Vulnerable
D4
D4
D4
D4
Constructions
(1.3.1.15 b for full
definition)
-I-A-71-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3C SsD 1.3.1 QD Matrix for Non-Earth Covered Medium/Light Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable support,
with suitable support,
freight container loaded with
freight container loaded
barricaded.
unbarricaded.
ammunition, barricaded.
with
ammunition,
Process
Facility,
Process
Facility,
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
26 Office, Non-explosives
D3
D3
D3
D3
workshop, Canteen with
less than 20 persons who
are directly associated
with the explosives task in
a support role
(1.3.7.8)
Office,
Non-explosives
D4
D4
D4
D4
workshop, Canteen with
20 or more persons who
are directly associated
with the explosives task in
a support role
(1.3.7.7)
27 Overhead Power Grid
D4
D4
D4
D4
Supergrid Network and
associated substations
D3
D3
D3
D3
Normal Network and
associated substations
D2 (15m)
D2 (15m)
D2 (15m)
D2 (15m)
Minor Network and
associated substations
28 POL Facilities inc
pipelines
25m
25m
25m
25m
Protected or Underground
Unprotected, aboveground
D4
D4
D4
D4
vital
Unprotected,
D3
D3
D3
D3
aboveground, non-vital
Small Quantities (1.5.0.1)
10m
10m
10m
10m
-I-A-72-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
It is essential to study the text in Chapter 3 when using this table since they are
complementary. Where “No QD” is shown on the matrix practical considerations will
dictate actual separation distances.
Table 3D SsD 1.3.2 QD Matrix for Earth Covered Storage
PES
Building with earth on the roof
Building with earth on the roof
Building with earth on the roof
ES
and against
three
walls.
and against
three
walls.
and against
three
walls.
Directional effects through the
Directional effects through the
Directional effects through the
door and headwall are away from
door
and
headwall
are
door and headwall are towards an
an Exposed Site.
perpendicular to the direction of
Exposed Site
an ES.
(a)
(b)
(c)
No QD
No QD
No QD
1 Standard NATO Igloo, designed
for 7 bar in accordance with Part 2,
These combinations of structures
These combinations of structures
These combinations of structures
with the door facing away from
would always be deemed to
would always be deemed to
would always be deemed to
PES
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
protection
protection
protection
No QD
No QD
No QD
2 Standard NATO Igloo, designed
for 7 bar in accordance with Part 2,
These combinations of structures
These combinations of structures
These combinations of structures
with
the
door
facing
would always be deemed to
would always be deemed to
would always be deemed to
perpendicularly to the direction of
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
PES
protection
protection
protection
No QD
No QD
25m
3 Standard NATO Igloo, designed
for 7 bar in accordance with Part 2,
These combinations of structures
These combinations of structures
These combinations of structures
with the door towards a PES
would always be deemed to
would always be deemed to
would always be deemed to
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
protection
protection
protection
No QD
No QD
No QD
4 Igloo designed for
3 bar in
accordance with Part 2, with the
These combinations of structures
These combinations of structures
These combinations of structures
door facing away from PES
would always be deemed to
would always be deemed to
would always be deemed to
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
protection
protection
protection
No QD
No QD
No QD
5 Igloo designed for
3 bar in
accordance with Part 2, with the
These combinations of structures
These combinations of structures
These combinations of structures
door facing perpendicularly to the
would always be deemed to
would always be deemed to
would always be deemed to
direction of PES
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
protection
protection
protection
No QD
No QD
25m
6 Igloo designed for
3 bar in
accordance with Part 2, with the
These combinations of structures
These combinations of structures
These combinations of structures
door towards a PES
would always be deemed to
would always be deemed to
would always be deemed to
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
protection
protection
protection
No QD
No QD
25m
7 Earth-covered building not
complying with Part 2, but with a
These combinations of structures
These combinations of structures
These combinations of structures
headwall and door(s) resistant to
would always be deemed to
would always be deemed to
would always be deemed to
high velocity projections
(see
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
1.3.5.6 a). The door faces a PES.
protection
protection
protection
-I-A-73-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3D SsD 1.3.2 QD Matrix for Earth Covered Storage
PES
Building with earth on the roof
Building with earth on the roof
Building with earth on the roof
ES
and against
three
walls.
and against
three
walls.
and against
three
walls.
Directional effects through the
Directional effects through the
Directional effects through the
door and headwall are away from
door
and
headwall
are
door and headwall are towards an
an Exposed Site.
perpendicular to the direction of
Exposed Site
an ES.
(a)
(b)
(c)
No QD
No QD
25m
8 Earth-covered building not
complying with Part 2, but with a
These combinations of structures
These combinations of structures
These combinations of structures
door barricade,
(see
1.3.6.4-
would always be deemed to
would always be deemed to
would always be deemed to
1.3.6.6). The door faces a PES.
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
protection
protection
protection
No QD
No QD
No QD
9 Earth-covered building not
complying with Part
2, with or
These combinations of structures
These combinations of structures
These combinations of structures
without a headwall and door(s)
would always be deemed to
would always be deemed to
would always be deemed to
resistant to fire and low velocity
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
projections, (see 1.3.5.6 b), but the
protection
protection
protection
door faces away from a PES.
No QD
No QD
No QD
10 Earth-covered building not
complying with Part
2, with or
These combinations of structures
These combinations of structures
These combinations of structures
without a headwall and door(s)
would always be deemed to
would always be deemed to
would always be deemed to
resistant to fire and low velocity
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
projections, (see 1.3.5.6 b), but the
protection
protection
protection
door faces perpendicularly to the
direction of a PES.
No QD
60m
60m
11 Earth-covered building not
complying with Part
2, with or
These combinations of structures
These combinations of structures
These combinations of structures
without a headwall and door(s)
would always be deemed to
would always be deemed to
would always be deemed to
resistant to fire and low velocity
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
projections,
(see
1.3.5.6 b), with
protection
protection
protection
the door facing a PES
25m
25m
High/Limited degree of
High/Limited degree of
protection
protection
No QD
No QD
10m
12 Building of non-combustible
construction with walls of nominal
These combinations of structures
These combinations of structures
High/Limited degree of
450 mm RC
(680 mm brick or
would always be deemed to
would always be deemed to
protection
equivalent) and protective roof of
provide
virtually
complete
provide
virtually
complete
150 mm RC with suitable support.
protection
protection
The door is barricaded if it faces a
PES.
60m
60m
60m
13 Building of non-combustible
construction with walls of nominal
These combinations of structures
These combinations of structures
High/Limited
degree
of
450 mm RC
(680 mm brick or
would always be deemed to
would always be deemed to
protection
equivalent), without a protective
provide
virtually
complete
provide
virtually
complete
roof. The door is barricaded if it
protection
protection
faces a PES.
25m
25m
High/Limited degree of
High/Limited degree of
protection
protection
-I-A-74-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3D SsD 1.3.2 QD Matrix for Earth Covered Storage
PES
Building with earth on the roof
Building with earth on the roof
Building with earth on the roof
ES
and against
three
walls.
and against
three
walls.
and against
three
walls.
Directional effects through the
Directional effects through the
Directional effects through the
door and headwall are away from
door
and
headwall
are
door and headwall are towards an
an Exposed Site.
perpendicular to the direction of
Exposed Site
an ES.
(a)
(b)
(c)
60m
60m
60m
14 Building constructed with walls
These combinations of structures
These combinations of structures
High/Limited degree of
of
215 mm brick (or equivalent)
and protective roof of
150 mm
would always be deemed to
would always be deemed to
protection
concrete with suitable
support,
provide
virtually
complete
provide
virtually
complete
barricaded.
protection
protection
25m
25m
High/Limited degree of
High/Limited degree of
protection
protection
60m
60m
60m
15 Building constructed with walls
of
215 mm brick (or equivalent)
These combinations of structures
These combinations of structures
High/Limited degree of
would always be deemed to
would always be deemed to
protection
and protective roof of
150 mm
provide
virtually
complete
provide
virtually
complete
concrete with suitable
support,
unbarricaded.
protection
protection
25m
25m
High/Limited degree of
High/Limited degree of
protection
protection
60m
60m
60m
16 Open air stack or light structure,
barricaded. Truck, trailer, rail-car
These combinations of structures
These combinations of structures
High/Limited degree of
or freight container loaded with
would always be deemed to
would always be deemed to
protection
ammunition, barricaded.
provide
virtually
complete
provide
virtually
complete
protection
protection
25m
25m
High/Limited degree of
High/Limited degree of
protection
protection
17 Open air stack or light structure,
60m
60m
60m
unbarricaded. Truck, trailer, rail-
These combinations of structures
These combinations of structures
High/Limited degree of
car or freight container loaded with
would always be deemed to
would always be deemed to
protection
ammunition, unbarricaded.
provide
virtually
complete
provide
virtually
complete
protection
protection
25m
25m
High/Limited degree of
High/Limited degree of
protection
protection
25m
25m
25m
18 Explosives Workshop with
protective roof, barricaded
60m
60m
60m
19 Explosives Workshop without
protective roof, barricaded
-I-A-75-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3D SsD 1.3.2 QD Matrix for Earth Covered Storage
PES
Building with earth on the roof
Building with earth on the roof
Building with earth on the roof
ES
and against
three
walls.
and against
three
walls.
and against
three
walls.
Directional effects through the
Directional effects through the
Directional effects through the
door and headwall are away from
door
and
headwall
are
door and headwall are towards an
an Exposed Site.
perpendicular to the direction of
Exposed Site
an ES.
(a)
(b)
(c)
60m
60m
60m
20 Explosives Workshop with or
without
protective
roof,
unbarricaded
60m
60m
60m
21 Low Density Usage
Roads - Less than 1000 vehicles
per day
Railways
- Less than
1000
passengers per day
Waterways - Less than 400 users
per day
Public Rights of Way or
Recreational Facilities - Less than
200 users per day
(See 1.3.1.14 for full definitions)
D3
D3
D3
22 Medium Density Usage
Roads - 1000 or more but less than
5000 vehicles per day
Railways - 1000 or more but less
than 5000 passengers per day
Waterways - 400 or more but less
than 1800 users per day
Public Rights of Way or
Recreational Facilities
-
200 or
more but less than 900 users per
day
(See 1.3.1.14 for full definitions)
D4
D4
D4
23 High Density Usage
Roads - 5000 or more vehicles per
day
Railways
-
5000 or more
passengers per day
Waterways - 1800 or more users
per day
Public Rights of Way or
Recreational Facilities
-
900 or
more users per day
(See 1.3.1.14 for full definitions)
D4
D4
D4
24 Inhabited Building
Places of Assembly
25 Vulnerable Constructions
D4
D4
D4
(1.3.1.15 b for full definition)
-I-A-76-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3D SsD 1.3.2 QD Matrix for Earth Covered Storage
PES
Building with earth on the roof
Building with earth on the roof
Building with earth on the roof
ES
and against
three
walls.
and against
three
walls.
and against
three
walls.
Directional effects through the
Directional effects through the
Directional effects through the
door and headwall are away from
door
and
headwall
are
door and headwall are towards an
an Exposed Site.
perpendicular to the direction of
Exposed Site
an ES.
(a)
(b)
(c)
26
Office,
Non-explosives
D3
D3
D3
workshop, Canteen with less than
20 persons who are directly
associated with the explosives task
in a support role
(1.3.7.8)
Office, Non-explosives workshop,
Canteen with 20 or more persons
D4
D4
D4
who are directly associated with the
explosives task in a support role
(1.3.7.7)
27 Overhead Power Grid
Supergrid Network and associated
D4
D4
D4
substations
Normal Network and associated
D3
D3
D3
substations
Minor Network and associated
D2
D2
D2
substations
28 POL Facilities inc pipelines
Protected or Underground
25m
25m
25m
Unprotected, aboveground vital
D4
D4
D4
Unprotected, aboveground, non-
vital
D3
D3
D3
Small Quantities (1.5.0.1)
10m
10m
10m
-I-A-77-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
It is essential to study the text in Chapter 3 when using this table since they are
complementary. Where “No QD” is shown on the matrix practical considerations will
dictate actual separation distances.
Table 3E SsD 1.3.2 QD Matrix for Non-Earth Covered Heavy Storage
PES
ES
Building of non-combustible
Building of non-combustible
Building of non-combustible
construction with walls of
construction with walls of
construction with walls of
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
brick
or
equivalent)
and
brick or equivalent) without a
brick
or
equivalent)
and
protective roof of
150 mm RC
protective roof.
protective roof of
150 mm RC
with suitable support.
with suitable support. Door or
other large aperture faces an ES.
(b)
(c)
(a)
No QD
No QD
No QD
These combinations of structures
These combinations of structures
These combinations of structures
1 Standard NATO Igloo,
would always be deemed to
would always be deemed to
would always be deemed to
designed for
7 bar in
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
accordance with Part
2,
protection
protection
protection
with the door facing away
from PES
No QD
No QD
No QD
These combinations of structures
These combinations of structures
These combinations of structures
2 Standard NATO Igloo,
would always be deemed to
would always be deemed to
would always be deemed to
designed for
7 bar in
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
accordance with Part
2,
protection
protection
protection
with the door facing
perpendicularly to the
direction of PES
10m
25m
10m
These combinations of structures
These combinations of structures
These combinations of structures
3 Standard NATO Igloo,
would always be deemed to
would always be deemed to
would always be deemed to
designed for
7 bar in
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
accordance with Part
2,
protection
protection
protection
with the door towards a
PES
No QD
No QD
No QD
These combinations of structures
These combinations of structures
These combinations of structures
4 Igloo designed for 3 bar
would always be deemed to
would always be deemed to
would always be deemed to
in accordance with Part 2,
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
with the door facing away
protection
protection
protection
from PES
No QD
No QD
No QD
These combinations of structures
These combinations of structures
These combinations of structures
5 Igloo designed for 3 bar
would always be deemed to
would always be deemed to
would always be deemed to
in accordance with Part 2,
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
with the door facing
protection
protection
protection
perpendicularly to the
direction of PES
10m
25m
10m
These combinations of structures
These combinations of structures
These combinations of structures
6 Igloo designed for 3 bar
would always be deemed to
would always be deemed to
would always be deemed to
in accordance with Part 2,
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
with the door towards a
protection
protection
protection
PES
10m
25m
10m
These combinations of structures
These combinations of structures
These combinations of structures
7 Earth-covered building
would always be deemed to
would always be deemed to
would always be deemed to
not complying with Part 2,
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
but with a headwall and
protection
protection
protection
door(s) resistant to high
velocity projections
(see
1.3.5.6 a). The door faces
a PES.
-I-A-78-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3E SsD 1.3.2 QD Matrix for Non-Earth Covered Heavy Storage
PES
ES
Building of non-combustible
Building of non-combustible
Building of non-combustible
construction with walls of
construction with walls of
construction with walls of
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
brick
or
equivalent)
and
brick or equivalent) without a
brick
or
equivalent)
and
protective roof of
150 mm RC
protective roof.
protective roof of
150 mm RC
with suitable support.
with suitable support. Door or
other large aperture faces an ES.
(b)
(c)
(a)
25m
60m
25m
These combinations of structures
These combinations of structures
These combinations of structures
8 Earth-covered building
would always be deemed to
would always be deemed to
would always be deemed to
not complying with Part 2,
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
but with a door barricade,
protection
protection
protection
(see 1.3.6.4-1.3.6.6). The
door faces a PES.
10m
25m
10m
High/Limited degree of
High/Limited degree of
High/Limited degree of
protection
protection
protection
No QD
No QD
No QD
These combinations of structures
These combinations of structures
These combinations of structures
9 Earth-covered building
would always be deemed to
would always be deemed to
would always be deemed to
not complying with Part 2,
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
with or without a headwall
protection
protection
protection
and door(s) resistant to
fire and low velocity
projections,
(see
1.3.5.6
b), but the door faces
away from a PES.
No QD
No QD
No QD
These combinations of structures
These combinations of structures
These combinations of structures
10 Earth-covered building
would always be deemed to
would always be deemed to
would always be deemed to
not complying with Part 2,
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
with or without a headwall
protection
protection
protection
and door(s) resistant to
fire and low velocity
projections,
(see
1.3.5.6
b), but the door faces
perpendicularly to the
direction of a PES.
60m
60m
60m
These combinations of structures
High/Limited degree of
These combinations of structures
11 Earth-covered building
would always be deemed to
protection
would always be deemed to
not complying with Part 2,
provide
virtually
complete
provide
virtually
complete
with or without a headwall
protection
protection
and door(s) resistant to
fire and low velocity
projections,
(see
1.3.5.6
25m
25m
b), with the door facing a
High/Limited degree of
High/Limited degree of
PES
protection
protection
10m
10m
10m
These combinations of structures
These combinations of structures
These combinations of structures
12 Building of non-
would always be deemed to
would always be deemed to
would always be deemed to
combustible construction
provide
virtually
complete
provide
virtually
complete
provide
virtually
complete
with walls of nominal
protection
protection
protection
450 mm RC
(680 mm
brick or equivalent) and
protective roof of 150 mm
RC with suitable support.
The door is barricaded if it
faces a PES.
-I-A-79-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3E SsD 1.3.2 QD Matrix for Non-Earth Covered Heavy Storage
PES
ES
Building of non-combustible
Building of non-combustible
Building of non-combustible
construction with walls of
construction with walls of
construction with walls of
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
brick
or
equivalent)
and
brick or equivalent) without a
brick
or
equivalent)
and
protective roof of
150 mm RC
protective roof.
protective roof of
150 mm RC
with suitable support.
with suitable support. Door or
other large aperture faces an ES.
(b)
(c)
(a)
60m
60m
60m
These combinations of structures
High/Limited degree of
These combinations of structures
13 Building of non-
would always be deemed to
protection
would always be deemed to
combustible construction
provide
virtually
complete
provide
virtually
complete
with walls of nominal
protection
protection
450 mm RC
(680 mm
brick
or
equivalent),
without a protective roof.
25m
25m
The door is barricaded if it
High/Limited degree of
High/Limited
degree
of
faces a PES.
protection
protection
60m
60m
60m
These combinations of structures
High/Limited degree of
These combinations of structures
14 Building constructed
would always be deemed to
protection
would always be deemed to
with walls of
215 mm
provide
virtually
complete
provide
virtually
complete
brick
(or equivalent) and
protection
protection
protective roof of 150 mm
concrete with suitable
support, barricaded.
25m
25m
High/Limited degree of
High/Limited
degree
of
protection
protection
10m
60m
10m
These combinations of structures
High/Limited degree of
High degree of protection
15 Building constructed
would always be deemed to
protection
with walls of
215 mm
provide
virtually
complete
brick
(or equivalent) and
protection
protective roof of 150 mm
concrete with suitable
support, unbarricaded.
60m
60m
60m
These combinations of structures
High/Limited degree of
These combinations of structures
16 Open air stack or light
would always be deemed to
protection
would always be deemed to
structure,
barricaded.
provide
virtually
complete
provide
virtually
complete
Truck, trailer, rail-car or
protection
protection
freight container loaded
with
ammunition,
barricaded.
25m
25m
High/Limited degree of
High/Limited
degree
of
protection
protection
60m
60m
60m
17 Open air stack or light
These combinations of structures
High/Limited degree of
These combinations of structures
structure,
unbarricaded.
would always be deemed to
protection
would always be deemed to
Truck, trailer, rail-car or
provide
virtually
complete
provide
virtually
complete
freight container loaded
protection
protection
with
ammunition,
unbarricaded.
25m
25m
High/Limited degree of
High/Limited
degree
of
protection
protection
25m
25m
25m
18 Explosives Workshop
with protective
roof,
barricaded
-I-A-80-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3E SsD 1.3.2 QD Matrix for Non-Earth Covered Heavy Storage
PES
ES
Building of non-combustible
Building of non-combustible
Building of non-combustible
construction with walls of
construction with walls of
construction with walls of
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
brick
or
equivalent)
and
brick or equivalent)
without
a
brick
or
equivalent)
and
protective roof of
150 mm RC
protective roof.
protective roof of
150 mm RC
with suitable support.
with suitable support. Door or
other large aperture faces an ES.
(b)
(c)
(a)
60m
60m
60m
19 Explosives Workshop
without protective roof,
barricaded
60m
60m
60m
20 Explosives Workshop
with or without protective
roof, unbarricaded
60m
60m
60m
21 Low Density Usage
Roads - Less than 1000
vehicles per day
Railways - Less than 1000
passengers per day
Waterways
- Less than
400 users per day
Public Rights of Way or
Recreational Facilities
-
Less than
200 users per
day
(See
1.3.1.14 for full
definitions)
D3
D3
D3
22 Medium Density Usage
Roads - 1000 or more but
less than 5000 vehicles per
day
Railways - 1000 or more
but less
than
5000
passengers per day
Waterways - 400 or more
but less than
1800 users
per day
Public Rights of Way or
Recreational Facilities
-
200 or more but less than
900 users per day
(See
1.3.1.14 for full
definitions)
-I-A-81-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3E SsD 1.3.2 QD Matrix for Non-Earth Covered Heavy Storage
PES
ES
Building of non-combustible
Building of non-combustible
Building of non-combustible
construction with walls of
construction with walls of
construction with walls of
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
brick
or
equivalent)
and
brick or equivalent)
without
a
brick
or
equivalent)
and
protective roof of
150 mm RC
protective roof.
protective roof of
150 mm RC
with suitable support.
with suitable support. Door or
other large aperture faces an ES.
(b)
(c)
(a)
D4
D4
D4
23 High Density Usage
Roads
-
5000 or more
vehicles per day
Railways - 5000 or more
passengers per day
Waterways
-
1800 or
more users per day
Public Rights of Way or
Recreational Facilities
-
900 or more users per day
(See
1.3.1.14 for full
definitions)
D4
D4
D4
24 Inhabited Building
Places of Assembly
25
Vulnerable
D4
D4
D4
Constructions
(1.3.1.15 b for full
definition)
26 Office, Non-explosives
D3
D3
D3
workshop, Canteen with
less than 20 persons who
are directly associated
with the explosives task in
a support role
(1.3.7.8)
Office,
Non-explosives
D4
D4
D4
workshop, Canteen with
20 or more persons who
are directly associated
with the explosives task in
a support role
(1.3.7.7)
27 Overhead Power Grid
Supergrid Network and
D4
D4
D4
associated substations
Normal Network and
D3
D3
D3
associated substations
Minor Network and
D2
D2
D2
associated substations
-I-A-82-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3E SsD 1.3.2 QD Matrix for Non-Earth Covered Heavy Storage
PES
ES
Building of non-combustible
Building of non-combustible
Building of non-combustible
construction with walls of
construction with walls of
construction with walls of
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
nominal
450 mm RC (680 mm
brick
or
equivalent)
and
brick or equivalent) without a
brick
or
equivalent)
and
protective roof of
150 mm RC
protective roof.
protective roof of
150 mm RC
with suitable support.
with suitable support. Door or
other large aperture faces an ES.
(b)
(c)
(a)
28 POL Fac ilities inc
pipelines
Protected or Underground
25m
25m
25m
Unprotected, aboveground
vital
D4
D4
D4
Unprotected,
D3
D3
D3
aboveground, non-vital
Small Quantities (1.5.0.1)
10m
10m
10m
-I-A-83-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
It is essential to study the text in Chapter 3 when using this table since they are
complementary. Where “No QD” is shown on the matrix practical considerations will
dictate actual separation distances.
Table 3F SsD 1.3.2 QD Matrix for Non-Earth Covered Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable support,
with suitable support,
freight container loaded
freight container loaded
barricaded.
unbarricaded.
with
ammunition,
with
ammunition,
Process
Facility,
Process
Facility,
barricaded.
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
No QD
No QD
No QD
No QD
1 Standard NATO Igloo,
designed for
7 bar in
These combinations of
These combinations of
These combinations of
These combinations of
accordance with Part
2,
structures would always
structures would always
structures would always
structures would always
with the door facing away
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
from PES
virtually
complete
virtually
complete
virtually
complete
virtually
complete
protection
protection
protection
protection
No QD
No QD
No QD
No QD
2 Standard NATO Igloo,
designed for
7 bar in
These combinations of
These combinations of
These combinations of
These combinations of
accordance with Part
2,
structures would always
structures would always
structures would always
structures would always
with the door facing
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
perpendicularly to the
virtually
complete
virtually
complete
virtually
complete
virtually
complete
direction of PES
protection
protection
protection
protection
10m
25m
10m
25m
3 Standard NATO Igloo,
designed for
7 bar in
These combinations of
These combinations of
These combinations of
These combinations of
accordance with Part
2,
structures would always
structures would always
structures would always
structures would always
with the door towards a
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
PES
virtually
complete
virtually
complete
virtually
complete
virtually
complete
protection
protection
protection
protection
No QD
No QD
No QD
No QD
4 Igloo designed for 3 bar
in accordance with Part 2,
These combinations of
These combinations of
These combinations of
These combinations of
with the door facing away
structures would always
structures would always
structures would always
structures would always
from PES
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
virtually
complete
virtually
complete
virtually
complete
virtually
complete
protection
protection
protection
protection
No QD
No QD
No QD
No QD
5 Igloo designed for 3 bar
in accordance with Part 2,
These combinations of
These combinations of
These combinations of
These combinations of
with the door facing
structures would always
structures would always
structures would always
structures would always
perpendicularly to the
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
direction of PES
virtually
complete
virtually
complete
virtually
complete
virtually
complete
protection
protection
protection
protection
10m
25m
10m
25m
6 Igloo designed for 3 bar
in accordance with Part 2,
These combinations of
These combinations of
These combinations of
These combinations of
with the door towards a
structures would always
structures would always
structures would always
structures would always
PES
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
virtually
complete
virtually
complete
virtually
complete
virtually
complete
protection
protection
protection
protection
-I-A-84-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3F SsD 1.3.2 QD Matrix for Non-Earth Covered Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable support,
with suitable support,
freight container loaded
freight container loaded
barricaded.
unbarricaded.
with
ammunition,
with
ammunition,
Process
Facility,
Process
Facility,
barricaded.
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
10m
25m
10m
25m
7 Earth-covered building
These combinations of
These combinations of
These combinations of
These combinations of
not complying with Part 2,
structures would always
structures would always
structures would always
structures would always
but with a headwall and
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
door(s) resistant to high
virtually
complete
virtually
complete
virtually
complete
virtually
complete
velocity projections
(see
protection
protection
protection
protection
1.3.5.6 a). The door faces
a PES.
60m
60m
60m
60m
These combinations of
These combinations of
These combinations of
These combinations of
8 Earth-covered building
structures would always
structures would always
structures would always
structures would always
not complying with Part 2,
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
but with a door barricade,
virtually
complete
virtually
complete
virtually
complete
virtually
complete
(see 1.3.6.4-1.3.6.6). The
protection
protection
protection
protection
door faces a PES.
25m
25m
25m
25m
High/Limited degree of
High/Limited degree of
High/Limited degree of
High/Limited degree of
protection
protection
protection
protection
No QD
No QD
No QD
No QD
9 Earth-covered building
not complying with Part 2,
These combinations of
These combinations of
These combinations of
These combinations of
with or without a headwall
structures would always
structures would always
structures would always
structures would always
and door(s) resistant to
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
fire and low velocity
virtually
complete
virtually
complete
virtually
complete
virtually
complete
projections,
(see
1.3.5.6
protection
protection
protection
protection
b), but the door faces
away from a PES.
No QD
No QD
No QD
No QD
10 Earth-covered building
not complying with Part 2,
These combinations of
These combinations of
These combinations of
These combinations of
with or without a headwall
structures would always
structures would always
structures would always
structures would always
and door(s) resistant to
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
fire and low velocity
virtually
complete
virtually
complete
virtually
complete
virtually
complete
projections,
(see
1.3.5.6
protection
protection
protection
protection
b), but the door faces
perpendicularly to the
direction of a PES.
60m
60m
60m
60m
11 Earth-covered building
not complying with Part 2,
High/Limited degree of
High/Limited degree of
High/Limited degree of
High/Limited degree of
with or without a headwall
protection
protection
protection
protection
and door(s) resistant to
fire and low velocity
projections,
(see
1.3.5.6
b), with the door facing a
PES
-I-A-85-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3F SsD 1.3.2 QD Matrix for Non-Earth Covered Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable support,
with suitable support,
freight container loaded
freight container loaded
barricaded.
unbarricaded.
with
ammunition,
with
ammunition,
Process
Facility,
Process
Facility,
barricaded.
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
10m
10m
10m
10m
12 Building of non-
combustible construction
These combinations of
These combinations of
These combinations of
These combinations of
with walls of nominal
structures would always
structures would always
structures would always
structures would always
450 mm RC
(680 mm
be deemed to provide
be deemed to provide
be deemed to provide
be deemed to provide
brick or equivalent) and
virtually
complete
virtually
complete
virtually
complete
virtually
complete
protective roof of 150 mm
protection
protection
protection
protection
RC with suitable support.
The door is barricaded if it
faces a PES.
60m
60m
60m
60m
13 Building of non-
combustible construction
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
with walls of nominal
protection
protection
protection
protection
450 mm RC
(680 mm
brick
or
equivalent),
without a protective roof.
The door is barricaded if it
faces a PES.
60m
60m
60m
60m
14 Building constructed
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
with walls of
215 mm
protection
protection
protection
protection
brick
(or equivalent) and
protective roof of 150 mm
concrete with suitable
support, barricaded.
60m
60m
60m
60m
15 Building constructed
with walls of
215 mm
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
brick
(or equivalent) and
protection
protection
protection
protection
protective roof of 150 mm
concrete with suitable
support, unbarricaded.
60m
60m
60m
60m
16 Open air stack or light
structure,
barricaded.
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
Truck, trailer, rail-car or
protection
protection
protection
protection
freight container loaded
with
ammunition,
barricaded.
17 Open air stack or light
60m
60m
60m
60m
structure,
unbarricaded.
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
Truck, trailer, rail-car or
protection
protection
protection
protection
freight container loaded
with
ammunition,
unbarricaded.
-I-A-86-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3F SsD 1.3.2 QD Matrix for Non-Earth Covered Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable support,
with suitable support,
freight container loaded
freight container loaded
barricaded.
unbarricaded.
with
ammunition,
with
ammunition,
Process
Facility,
Process
Facility,
barricaded.
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
25m
25m
25m
25m
18 Explosives Workshop
with protective
roof,
barricaded
60m
60m
60m
60m
19 Explosives Workshop
without protective roof,
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
barricaded
protection
protection
protection
protection
60m
60m
60m
60m
20 Explosives Workshop
with or without protective
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
High/Limited degree
of
roof, unbarricaded
protection
protection
protection
protection
60m
60m
60m
60m
21 Low Density Usage
Roads - Less than 1000
vehicles per day
Railways - Less than 1000
passengers per day
Waterways
- Less than
400 users per day
Public Rights of Way or
Recreational Facilities
-
Less than
200 users per
day
(See
1.3.1.14 for full
definitions)
D3
D3
D3
D3
22 Medium Density Usage
Roads - 1000 or more but
less than 5000 vehicles per
day
Railways - 1000 or more
but less
than
5000
passengers per day
Waterways - 400 or more
but less than
1800 users
per day
Public Rights of Way or
Recreational Facilities
-
200 or more but less than
900 users per day
(See
1.3.1.14 for full
definitions)
-I-A-87-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3F SsD 1.3.2 QD Matrix for Non-Earth Covered Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable
support,
with suitable
support,
freight container loaded
freight container loaded
barricaded.
unbarricaded.
with
ammunition,
with
ammunition,
Process
Facility,
Process
Facility,
barricaded.
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
D4
D4
D4
D4
23 High Density Usage
Roads
-
5000 or more
vehicles per day
Railways - 5000 or more
passengers per day
Waterways
-
1800 or
more users per day
Public Rights of Way or
Recreational Facilities
-
900 or more users per day
(See
1.3.1.14 for full
definitions)
D4
D4
D4
D4
24 Inhabited Building
Places of Assembly
25
Vulnerable
D4
D4
D4
D4
Constructions
(1.3.1.15 b for full
definition)
26 Office, Non-explosives
D3
D3
D3
D3
workshop, Canteen with
less than 20 persons who
are directly associated
with the explosives task in
a support role
(1.3.7.8)
Office,
Non-explosives
D4
D4
D4
D4
workshop, Canteen with
20 or more persons who
are directly associated
with the explosives task in
a support role
(1.3.7.7)
27 Overhead Power Grid
Supergrid Network and
D4
D4
D4
D4
associated substations
Normal Network and
D3
D3
D3
D3
associated substations
Minor Network and
D2
D2
D2
D2
associated substations
-I-A-88-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Table 3F SsD 1.3.2 QD Matrix for Non-Earth Covered Storage
PES
ES
Building constructed with
Building constructed with
walls of 215 mm brick (or
walls of 215 mm brick (or
Open-air stack or light
Open-air stack or light
equivalent) and protective
equivalent) and protective
structure, barricaded.
structure, unbarricaded.
roof of
150 mm concrete
roof of
150 mm concrete
Truck, trailer, rail-car or
Truck, trailer, rail-car or
with suitable support,
with suitable support,
freight container loaded
freight container loaded
barricaded.
unbarricaded.
with
ammunition,
with
ammunition,
Process
Facility,
Process
Facility,
barricaded.
unbarricaded.
barricaded
unbarricaded
(b)
(c)
(d)
(a)
28 POL Fac ilities inc
pipelines
Protected or Underground
25m
25m
25m
25m
Unprotected, aboveground
vital
D4
D4
D4
D4
Unprotected,
D3
D3
D3
D3
aboveground, non-vital
Small Quantities (1.5.0.1)
10m
10m
10m
10m
-I-A-89-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
TABLE 3G QUANTITY-DISTANCES FOR STORAGE SUB-DIVISIONS 1.3.1 AND 1.3.2
NEQ
Quantity Distances
(kg)
(m)
D1
D2
D3
D4
500
25
60
60
60
600
25
60
60
60
700
25
60
60
60
800
25
60
60
60
900
25
60
60
62
1000
25
60
60
64
1200
25
60
60
69
1400
25
60
60
72
1600
25
60
60
75
1800
25
60
60
78
2000
25
60
60
81
2500
25
60
60
87
3000
25
60
62
93
3500
25
60
65
98
4000
25
60
68
105
5000
25
60
73
110
6000
25
60
78
120
7000
25
62
82
125
8000
25
64
86
130
9000
25
67
89
135
10 000
25
68
92
140
12 000
25
74
98
150
14 000
27
78
105
155
16 000
28
81
110
165
18 000
30
84
115
170
20 000
32
87
120
175
25 000
35
94
125
190
30 000
39
100
135
200
35 000
42
105
140
210
40 000
44
110
150
220
50 000
50
120
160
240
60 000
54
130
170
255
70 000
59
135
180
265
80 000
63
140
185
280
90 000
66
145
195
290
100 000
70
150
200
300
120 000
77
160
215
320
140 000
83
170
225
335
160 000
88
175
235
350
180 000
94
185
245
365
200 000
99
190
250
375
250 000
110
205
270
405
1/2
1/3
1/3
1/3
Distance Functions
D1 = 0.22 Q
D2 =3.2 Q
D3 = 4.3 Q
D4 = 6.4Q
-I-A-90-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
STORAGE OF 1.6N AMMUNITION WITH A UNIT NEQ EQUAL TO 1000 Kg
REMARKS
1.
Inhabited Building Distance (IBD)
Line 20 gives the Inhabited Building Distance (IBD).
IBD is equal to D4 or to 174m if D4 < 174m.
D4 = 6.4 Q1/3 and D4 60m (For values of D4 according to values of Q: see
Table 3D-F).
Q is the aggregated NEQ of the PES.
2.
Legend
a.
see 1.3.1.15 d) 1)
High/limited degree of protection against thermal flux
b.
see 1.3.5.6 a) 1)
Resistance of headwall and door(s) at ES
c.
see 1.3.3.4
Building (PES) with heavy walls with protective roof
d.
see 1.3.3.4
Building (PES) with heavy walls without protective roof
e.
see 1.3.6.7.b)
Reduced Q/D for large earth-covered
buildings containing NEQ < 45 000 kg
TABLE 4 - QD TABLE FOR HAZARD DIVISION 1.6 (over page)
-I-A-91-
Change 3
ANNEX I-A
AASTP-1
(Edition 1)
Q-D TABLE FOR HAZARD DIVISION
1.6
TABLE 4
STORAGE OF 1.6N AMMUNITION WITH A UNIT NEQ
EQUAL TO 1000 Kg
PES
ES
(a)
(b)
(c)
(d)
(e)
(f)
5m
5m
11m
11m
11m
8m
1
2
5m
5m
11m
11m
11m
8m
3
8m
8m
8m
18m
18m
8m
4
5m
5m
11m
11m
11m
11m
5m
5m
18m
18m
18m
11m
5
8m
8m
18m
18m
18m
18m
6
8m
8m
36m
25m
25m
25mb or 60m
7
8
18m
18m
36m, 48md
36m
36m
36mb or 60m
9
8m
8m
48m
10m
48m
48m
10
8m
8m
48m
48m
48mb or 68m
48mb or 68m
11
25mb or 60m
25mb or 60m
48mb or 60m
60mb
60mb
60mb
8m
8m
10m
10m
10m
10m
12
25ma or 60m
25ma or 60m
25mac or 60macd
60ma
60ma
60ma
13
14
25mb or 60m
25mb or 60m
25mbc or 60mbcd
60mb
60mb
60mb
25ma or 60m
25ma or 60m
48mac or 60macd
60ma
60ma
60ma
15
80m
80m
80m
80m
80m
80m
16
17
80m
80m
80m
80m
80m
80m
80m
80m
174m
80m
174m
174m
18
107, 174m
107, 174m
107
107
107
107
93me, 140me
93me, 180me
174m
174m
174m
174m
D4 > 174m
D4 > 174m
D4 > 174m
D4 > 174m
D4 > 174m
D4 > 174m
20
-I-A-92-
Change 3
ANNEX I-B
AASTP-1
(Edition 1)
ANNEX I-B
QUANTITY DISTANCE CRITERIA FOR ABOVEGROUND STORAGE
SECTION I
GENERAL
SECTION II
CRITERIA FOR QD TABLES 1A - 1C
SECTION III
CRITERIA FOR QD TABLES 2A - 2F
SECTION IV CRITERIA FOR QD TABLES 3A - 3C
SECTION V
CRITERIA FOR QD TABLES 3D - 3F
-I -B-1-
Change 3
ANNEX I-B
AASTP-1
(Edition 1)
Section I - General
1.
Purpose and Content of the Annex
This annex gives the criteria and the formulae used to generate values in the Q-D Tables
in Part I, Annex I-A. For each distance function, constant distance and minimum value in
the tables there is a paragraph or subparagraph in the appropriate section of this annex.
Each one records the basis of the Group's decision (specific experimental observation or
value judgement) and indicates by a number the appropriate reference in the bibliography
at the end of this Annex.
2.
Conversion Factors
Length
:
1 m
=
003.2808 ft
Area
:
1 m2
=
010.7639 sqft
Mass
:
1 kg
=
002.2046 lb
Energy
:
1 kgm
=
007.2330 ftlb
=
009.8066 Joule
Pressure
:
1 kg/cm2
=
014.2233 psi
=
980.665 mb
Length
:
1 ft
=
000.3048 m
Area
:
1 sqft
=
000.0929 m2
Mass
:
1 lb
=
000.4536 kg
Energy
:
1 ftlb
=
000.1383 kgm
=
001.3558 Joule
Pressure
:
1 psi
=
000.0703 kg/cm2
=
068.948
mb
-I-B-2-
Change 3
ANNEX I-B
AASTP-1
(Edition 1)
3.
Conversion of American and British Formulae
American and British Units
Metric Units
d = k W H
d = 0.3967 k Q H
d = k W
d = 0.4526 k Q
d = k W I
d = 0.5136 k Q I
American and British Units
d
=
quantity-distance in feet (ft)
W = Net Explosives Quantity (NEQ) in pounds (lb)
RB =
radius of B damage in feet (ft)
Metric Units
d
=
quantity-distance in metres (m)
Q
=
Net Explosives Quantity (NEQ) in kilogrammes (kg)
RB
=
radius of B damage in metres (m)
B damage is such severe damage to domestic constructions of 9 inch (23 cm) brickwork
as to necessitate demolition.
-I -B-3-
Change 3
ANNEX I-B
AASTP-1
(Edition 1)
4.
Mathematical Signs and Symbols Used to Determine Mechanical Magnitudes
Designation
Formula
Unit Name
Unit
Conversion
Symbol
Symbol
Force
F
Newton
N
Mass
m
Kilogram
kg
Velocity
v
Metre
per
m
second
s
Kilometre per
km
Hour
h
Acceleration
a
Metre
per
m
square second
s2
Pressure
p
Pascal
Pa
Bar
bar
Energy/Work
E
Joule
J
Power
P
Watt
W
-I-B-4-
Change 3

 

 

 

 

 

 

 

Content      ..     5      6      7      8     ..