Figure 1: Terraced Walls No Reinforcement Required

H2D

H1

TerracesIn some cases it is preferable to terrace a site rather than construct a single wall as this allows for garden beds and stairs between levels to be incorporated into the landscape design. Although terracing improves the look of the landscape, it is important to considerthe pressure of the upper wall on the lower wall. The distance between the walls must be greater than 1.5 times the height of the lowerwall to ensure the top terrace does not apply loads to the lower wall. This does not take into account global stability issues which needto be considered.

Terraced hillsides may require engineering assistance. Contact your C&M Representative for more information.

Allan Block is the ultimate concrete masonry retaining wall system in Australia. The superior colour range and versatile nature of the various components allows designers, architects and engineers to specify with confidence.The aesthetic finish of Allan Block compliments the entire range of C&M paving, architectural masonry and otherretaining wall systems for a total design solution in projects of any scale.

Allan Block walls require no structural foundation and lock together without pins, clips or mortar. The front lip creates a built-in setback and the hollow core makes them easy to handle, easy to stack and promotes built-indrainage. With a diverse range of colours, sizes, components and a choice of both standard and pitched face finishes, and available in five natural colours, the scope to create stunning walls is limitless.

ALLAN BLOCK THREE OATMEAL

ALLAN BLOCK STONES BONDI BLEND ALLAN BLOCK THREE SUNSTONE

H2<H1D>1.5H

Whether you select gentle curves or classic straight lines, the Allan Block will satisfy every architectural design.

Curved and serpentine walls are easy to build and accent natural landscape forms. To build external curves, remove one or both block wings as you lay the blocks. Consider how tight or gentle you want the curves to be and choose the block or combination of blocks that are best suited for your wall layout. Outside curves are achieved by knocking the lugs off the back of the block.

Concave and convex curves can be easily built using the Allan Block system. For setback walls a slight coning will occur on curved walls. Design curved walls so the radius at the top of the wall is at least 1.2m. Refer to table 1 to find the minimum recommended radius at the wall base while maintaining a 1.2m radius at the top of the wall.

AnglesAngles require precise cutting and therefore soft curves are more frequently incorporated into designs.

Helpful HintsTry to build away from corners and avoid small block cuts at the corners.Soft corners are easier to build than angles.

Figure 3: Removing Wing from Back of BlockTry to maintain at least 75mm of the block length offset on the lower block as you buildcurves. Perfect “running bond” is not necessary with Allan Block.

Curves, Serpentines & Angles

Inside Curve

Outside Curve

Setback

3˚ 1.43m 1.52m 1.6m 1.7m

1.2m 1.8m 2.4m 3.0m

Wall Height

6˚ 1.55m 1.66m 1.8m 1.9m

12˚

Use this chart to find the minimum recommended radius at base of wall.Table 1: AB Radius Chart

1.67m 1.8m 2.0m 2.1m

Figure 2: Angle Curve v Soft Curve

Figure 3: Remove wings for Outside Curves

ALLAN BLOCK THREE OATMEAL ALLAN BLOCK AUSSIE BONDI BLEND ALLAN BLOCK AUSSIE BONDI BLEND

When building corners start from the corners and build away. Always avoid small cut blocks at the corners.

Internal CornersInternal corners are constructed using standard Allan Block units. Remove part of the front lip with a chisel or saw and overlap for a strong interlock as detailed in fig 4.

External CornersExternal corners are easily constructed using Allan Block corner units. Each course of cornerstones should alternate between a left and right hand corner unit. Corner units must be ordered as left and right hand units otherwise a straight 50/50 split will be delivered.Note: Colour variation may occur between the corner units and face units due to the manufacturing process.

StepsMany variations of step designs are possible. Step layout for rise and tread needs to be calculated with consideration to the stair tread that best suits your application. Steps can be designed with flowing curves or with right angles. The simplest step designs are built using curves and save time as no cutting of blocks are required. Allan Block’s patented front lip provides a built-in edging that works well with the matching capping units, C&M pavers, poured concrete, crushed rock or mulches. Ensure the step treads are secured in place for safe use.

Corners

Figure 4: Internal Corners

Figure 5: External Corner Corner Units

Remove lipRemove lip

Tread

Rise

Rise

Tread

ALLAN BLOCK THREE OATMEAL

ALLAN BLOCK STONES SUNSTONE

Allan Block walls can be built on sites where water is present at the base of the wall. These projects are easily handled with a fewmodifications to standard construction. Water sites typically require a closer inspection of the soil conditions and engineering requirements.

Allan Block walls built in water applications should be carefully designed by a suitably qualified engineer.

Water Applications

ApplicationsRetention PondsLakeshoresStream BedsSea Walls

Design CriteriaFoundation StrengthWall ReinforcementWater MovementBackfill Materials

Fundamental ConsiderationsLocationWall geometrySetbackReinforcementTotal wall envelope

Special ApplicationsTerracesWater applicationsCurved walls

ALLAN BLOCK CLASSIC OATMEAL ALLAN BLOCK STONES CHARCOAL ALLAN BLOCK CLASSIC CUSTOM COLOUR

ALLAN BLOCK CLASSIC OATMEAL

Job Site Backfill Friction Angle, φ AB Junior AB Aussie AB Vertical AB Three AB Classic AB Stones

Level Above Wall

Poor Soils (25˚)Including sands, gravelly clays,sandy clays & silt clays

600 600 800 800 800 1000

Average Soils (30˚)Including well graded sands& gravelly sands

800 800 800 800 1000 1400*

Good Soils (35˚)Including gravels, sandy gravels& crushed sandstone

800 800 1000 1000 1200 1500*

Surcharge of 5 kPa(Driveway)

Poor Soils (25˚)Including sands, gravelly clays,sandy clays & silt clays

400 400 400 400 400 400

Average Soils (30˚)Including well graded sands& gravelly sands

600 600 600 600 600 800

Good Soils (35˚)Including gravels, sandy gravels& crushed sandstone

600 600 800 800 800 800

Slope Above Wall in Excess of1 in 4 & Surcharge of 1.5 kPa

Poor Soils (25˚)Including sands, gravelly clays,sandy clays & silt clays

400 400 400 400 400 600

Average Soils (30˚)Including well graded sands& gravelly sands

400 400 600 600 600 800

Good Soils (35˚)Including gravels, sandy gravels& crushed sandstone

800 800 800 800 800 1000

Table 1: Maximum Heights (mm) for Allan Block - without Grid

General Notes:Retaining walls are designed to AS4678(Including Amendment 1) for StructureClassification A, except for embankmentprotection up to 800 mm high that is outside the scope of the standard.

All retaining walls shall have a level backfill, except where the tables are for a slope of 1 in 4 and a surcharge of 1.5 kPa.

* Wall heights achieved by replacing granular fill (in drainage zone) with ‘No Fines’ concrete.

If imposed load surcharges above these values are applied, these designs will not be appropriate.

Segmental gravity walls are based on 0.8 factor on the vertical component of soil friction,for both permanent and imposed soil and surcharge loads.Important:Please consult with the appropriate council for local design and construction of a retaining wall. Councils in general require that retaining walls be designed and certified by a suitably qualified engineer where the wall is over 500mm in height and/or where there is a load such as a road, driveway, house, building or hydrostatic pressure.

Gravity Walls

Capping Unit

Allan Block

150mm

Backfill

Undisturbed Soil

Fill block cores and 300mm behind block with 12-20mm drain rock

100mm diameterAgricultural Pipe

14

5 kPa

Allan Block Gravity Walls only up to 1.5m maximum height - in accordance with AS 4678-2002

300mm

Standard Wall Construction - Typical Section Gravity Wall

150m

m

Compacted road base or unreinforced concrete footing (minimum 600mm wide x 150mm deep) on a 150kPa (minimum) safe bearing capacity material, unless noted otherwise by certifying engineer.

01: ExcavationExcavate a trench 600mm wide by a mimimum 250mm deep (This allows for a 150mm leveling pad plus 100mm minimum block embedment). Walls over 3m high will require greater embedment.

02: Leveling PadFill trench with road base material and compact to 150mm using a mechanical plate compactor. Alternatively 10MPa unreinforced concrete can be used.

03: First CoursePlace the first course of blocks onto the leveling pad and align with a string line at the rear of the units. Check blocks are level side to side and front to back tapping with a rubber mallet to make adjustments. It is advisable to allocate considerable time to ensure a level base course. Sand or mortar can be used as a leveling aid.

04: Install Drainage MaterialsLocate the agricultural drainage pipe behind the wall parallel to the wall face, with a minimum fall to the drainage outlet of 1:100. Fill all voids within the blocks and the area 300mm behind the blocks with clean 12-20mm drainage material to the top of the first course.

05: Backfilling and CompactionPlace backfill behind drainage layer. Using a vibrating plate compactor running parallel to the wall, compact the backfill always working out from the wall. If backfilling area is to be left unfinished overnight, ensure final layer is compacted with a slight fall awayfrom the face of the wall.

06: Additional CoursesBrush the top of the block to remove excess material. Place the next course of blocks and level side to side and front to back. Repeat steps 3-5 until wall is at finished height.

07: CappingIf capping is required, it is suggested that the caps are secured with a cement basedflexible adhesive.

Base Material

Position string lineat the back of AB Units

Level each block side - to - side& front - to -back

Use a 1.2mlevel or linelevel to checkthe entirebase course

Fill Drainage Materialin blocks & 300mmbehind wall

Width = 600mm

Depth = 250mm for baseplus embedment required as per step 2.

01

Construction Guidelines - Gravity Walls

02

04

03

05

06 ALLAN BLOCK CLASSIC PITCHED BONDI BLEND

Allan Block segmental retaining walls utilize their shape and weight to resist the lateral earth pressures. They are inherently free draining due to the dry-stacked construction and granular drainage layer immediately behind the wall. Walls below 800mm can generally be classified as gravity walls.

Higher walls need to be designed with soil reinforcement that is placed in between layers of compacted backfill.The length, location and grade of the geogrids are determined by calculations based primarily on the following:

Surcharges acting on wall (including live, dead and/or seismic)Heights of wallSoil characteristics (retained, foundation & backfill)Materials (type of reinforcement, data available, etc)

Standards Australia has published AS4678 for the design and construction of earth retaining structures. For further assistance on the design or specification aspects of retaining walls, please contact your local C&M representative.As a guide, the tables on the next page illustrate typical geogrids layout for the specified site conditions.

Important:Please consult with the appropriate council forlocal design and construction of a retaining wall. Councils in general require that retaining walls be designed and certified by a suitably qualified engineer where the wall is over 500mm in height and/or where there is a load such as a road, driveway, house, building or hydrostatic pressure.

Reinforced Soil Walls

Infill material as perspecification

Geogrids as perspecification

600 maximum

Excavation line

Compacted clay or similar to seal surface150mm minimum thickness

Minimum fall1 in 100

Drain (minimum 1 in 100 fall) to permanent stormwater system

Optional capping unit

Allan Block Facing Units

Compacted road base or unreinforced concrete footing (minimum 600mm wide x 150mm deep) on a 150kPa (minimum) safe bearing capacity material, unless noted otherwise by certifying engineer.

Drainage fill as per specification (300mm wide)

Slotted PVC ag.pipe draining stormwater at minimum 1 in 100 fall.Position pipe as close to wall as practical, allowing for fall.

ALLAN BLOCK STONES PITCHED CHARCOAL ALLAN BLOCK THREE OATMEAL

Allan Block Reinforced Soil Retaining Wall

Block Type

No of Geogrid Layers Soil Type (phi)

1 2 3 4 5 6 25 30 350.221.0

21.221.421.631.832.032.242.442.642.853.021.021.221.431.631.832.032.242.442.652.853.021.0

0.6 1.5 1.5 1.50.4 0.8 1.7 1.5 1.50.4 1.0 2.1 1.6 1.50.4 1.0 2.1 1.7 1.50.4 1.0 1.6 2.2 1.8 1.50.4 1.0 1.6 2.3 2.0 1.70.4 1.0 1.6 2.5 2.2 1.80.2 0.8 1.4 2.0 2.6 2.2 1.90.2 0.8 1.4 2.0 2.8 2.4 2.10.4 1.0 1.6 2.2 2.9 2.4 2.20.4 1.0 1.6 2.2 2.6 3.1 2.6 2.30.2 0.6 1.7 1.5 1.50.2 0.8 2.0 1.6 1.50.4 1.0 2.1 1.8 1.50.2 0.8 1.2 2.2 1.9 1.60.2 0.8 1.4 2.4 2.0 1.70.4 1.0 1.6 2.6 2.2 1.90.4 1.0 1.6 2.7 2.3 2.00.2 0.8 1.4 2.0 2.9 2.4 2.00.2 0.8 1.4 2.0 3.0 2.6 2.20.4 1.0 1.6 2.2 2.6 3.2 2.7 2.30.4 1.0 1.6 2.2 2.6 3.3 2.8 2.40.2 0.6 2.0 1.5 1.5

21.2 0.2 0.8 2.0 1.7 1.521.4 0.4 1.0 2.2 1.8 1.531.6 0.2 0.8 1.2 2.3 1.9 1.631.8 0.2 0.8 1.4 2.5 2.1 1.832.0 0.4 1.0 1.6 2.7 2.2 1.932.2 0.4 1.0 1.6 2.8 2.3 2.042.4 0.2 0.8 1.4 2.0 2.9 2.4 2.142.6 0.2 0.8 1.4 2.0 3.1 2.6 2.352.8 0.4 1.0 1.6 2.2 2.6 3.2 2.7 2.453.0 0.4 1.0 1.6 2.2 2.6 3.4 2.9 2.5

Surcharge Load for all cases = 5kPa Live Load

AB Block Soil Reinforced Walls, Geogrid Table - Guide Only

Wall HeightH (m)

GeogridLayers Geogrid Height Above Leveling Pad Geogrid Length L (m)

AB S

tone

s(1

2 De

gree

Set

back

)

AB C

lass

ic, A

B Au

ssie

,AB

Jun

ior

(6 D

egre

e Se

tbac

k)AB

Ver

tical

, AB

Thre

e

Soil TypesPoor: Soils with friction angle not less than 25˚, may include sands, gravelly clays and sandy clays.

(Expansive clays and organic soil MUST NOT be used).Average: Soils with a friction angle not less than 30˚, may include gravelly sands, well graded sands.

Good: Soils with a friction angle not less than 35˚, may include gravels, sandy gravels, weathered sandstone, and crushed sandstone.

For walls that do not fall under the catagories listed in the table above, please consult your C&M technical representative

Notes:01) Retaining Walls are designed to AS4678 for structure Classification A. All designs are based on the method published

by the Concrete Masonry Association of Australia in Manual MA52. Please be advised, these designs are a guide only.02) The suitability of the information contained in these tables must be referred to a suitably qualified consulting engineer.03) If imposed surcharges above 5kPa are applied, these designs will not be appropriate.04) These designs assume no hydrostatic loading.05) Designs are based on Geogrid strengths - 55kN/m2 (e.g. Miragrid 5XT, Fortrac 55, Rock GX50/30, Tenax TT060, Tensar 55RE)

Important:Please consult with the appropriate council for local design and construction of a retaining wall. Councils in general require that retaining walls be designed and certified by a suitably qualified consulting engineer where the wall is over 500mm in height and/orwhere there is a load such as a road, driveway, house, building or hydrostatic pressure.

01: Bulk ExcavationExcavate in accordance with the specific design requirements, allowing enough depth to accomodate the reinforced geogrid zone.

02: ExcavationExcavate a trench 600mm wide by a minimum 250mm deep. (This allows for a 150mm leveling pad plus 100mm minimum blockembedment). Walls over 3m high will require greater embedment.

03: Leveling PadFill trench with road base material and compact to 150mm using a mechanical plate compactor. Alternatively, 10MPa un-reinforced concrete can be used.

04: First CoursePlace the first course of blocks onto the leveling pad and align with a string line at the rear of the units. Check blocks are level side to side and front to back tapping with a rubber mallet to make adjustments. It is advisable to allocate considerable time to ensure a level base course. Sand or mortar can be used as a leveling aid.

05: Install Drainage MaterialsLocate the agricultural drainage pipe behind the wall, parallel to the wall face, with a minimum fall to the drainage outlet of 1:100. Fill all voids within the blocks and the area 300mm behind the blocks with 12-20mm clean drainage material to the top of the first course.

06: Backfilling and CompactionAfter placing drainage material in the block voids and 300mm behind the blocks, place a 200mm layer of approved backfill material on top of the geogrid. All drainage material in the drainage field and infill soils within 1.5m of the wall must be properly compacted using a walk behind plate compactor. Compact in maximum 200mm lifts, starting on top of the wall and working in a path that runs parallel to the wall towards the back of the reinforced zone (Figure 11). Compacting equipment should not make direct contact with geogrids.All heavy equipment must be kept at least 1.2m from the wall face.

07: GeogridCut sections of geogrid to specified length. Place geogrid over the block lip and extend back into the reinforced soil zone. Place thenext course of blocks on top of the geogrid. Pull taut on the geogrid to remove any slack. Stake geogrid in place before installingdrainage and backfill material.

Construction Guidelines - Reinforced Soil Walls

ALLAN BLOCK THREE OATMEAL

08: Subsequent CoursesRepeat steps 4 through 7. Each lift of drainage and backfill material should be installed in the same manner. Compact in lifts of 200mm, the height of one AB unit (Figure 11). Check block for levelafter compacting each lift, and adjust as needed.

09: Ending and Capping WallsWalls that step down can be easily finished by returning the wall back into the embankment (Figure 12), or use a cornerstone with a split end as the last unit before the wall steps down.

AB's patented raised front lip provides a built-in edging for landscape rock, mulch, grass, soil or AB Cappers (Figure 13). Place filter fabric between the drainage zone.

Construction Guidelines - Reinforced Soil Walls

Figure 9: Determining Geogrid Direction

Figure 10: Install First Layer of Geogrid

Figure 11: Install Additional Courses

Figure 12: Final Grading & Topping Off the Wall

Machine

Direction

Pull taut and stake in place

CapMulch

Filter Fabric Filter Fabric

Figure 13: Ending & Topping Walls

ALLAN BLOCK THREE OATMEAL

ALLAN BLOCK STONES SUNSTONE

Lawn

Filter Fabric

‘No Fines’ concrete is an ideal alternative to soil reinforcement in areas where excavation for geogrid placement is not practical.i.e. property boundary situations or rock cuttings.

Specifications: 10Mpa concrete with a 6:1 ratio (gravel:cement)Density range between 1600kg/m3 - 2100kg/m3

The void ratio of the mix is expected to be between 20% and 30% and should be free drainingThis product has zero slump and exerts similar pressures on the soil and formwork, as does loosely poured aggregate

‘No Fines’ Concrete WallStandard Wall Construction Typical Section ‘ No Fines’ Concrete

Important:Please consult with the appropriate council for local design and construction of a retaining wall. Councils in general require that retaining walls be designed and certified by a suitably qualified engineer where the wall is over 500mm in height and/or where there is a load such as a road, driveway, house, building or hydrostatic pressure.

‘No Fines’ Concrete

1200

1600

2000

2400

2800

3200

750 650 600

Wall Height‘H’ (mm)

φ Denotes the internal angle of friction of the retained material

1050

1350

1700

2000

2300

Retained SoilCLAY φ = 25˚ (POOR)

‘T’ (mm)

650

850

1100

1300

1500

Retained SoilSAND φ = 30˚ (AVERAGE)

‘T’ (mm)

650

650

800

950

1100

Retained SoilGRAVEL φ = 35˚ (GOOD)

‘T’ (mm)

Capping Unit

Allan Block

150mm

Backfill

Undisturbed Soil

Fill block cores and distance as per tablebelow with ‘no fines’ concrete

100mm diameterAgricultural Pipe

T (mm)

Compacted road base or unreinforced concrete footing (minimum 600mm wide x 150mm deep) on a 150kPa (minimum) safe bearing capacity material, unless noted otherwise by certifying engineer.

H

150m

m

01: ExcavationExcavate a trench 600mm wide by a minimum 250mm deep. (This allows for a 150mm leveling pad plus 100mm minimum blockembedment). Walls over 3m high will require greater embedment.

02 Levelling PadPlace 25 MPa concrete to a depth of 150mm and width of 600mm.

03 First CoursePlace blocks onto the leveling pad and align with a string line at the rear of the units. Check blocks are level side to side and front to back tapping with a rubber mallet to make adjustments. It is advisable to allocate considerable time to ensuring a level base course. Sand or mortar can be used as a leveling aid.

04 ‘No Fines’ Concrete BackfillFill the voids of the block and backfill to the specified depth with ‘no fines’ concrete. The vertical height of pour should not exceed600mm. Allow each pour to set prior to laying and pouring subsequent courses. Alternatively the wall may be propped.

Note: Remove rear wings of block to ensure mass ‘no fines’ concrete behind ‘block skin’ interacts with Allan Block facing units. Refer to figure 3 for how to remove wings.

05 Subsequent CoursesBrush the top of the blocks to remove excess material (it is recommended this is done before allowing concrete to set). Place the next course of blocks and level side to side and front to back. Repeat steps 3 & 4 until wall is at finished height.

06 CappingIf capping is required, it is suggested that the caps are secured with a cement based flexible adhesive.

Construction Guidelines - ‘No Fines’ Concrete

ALLAN BLOCK THREE OATMEAL ALLAN BLOCK STONES BONDI BLEND

Masonry ReinforcementAllan Block retaining walls can be reinforced with the same proven techniques used for conventional masonry walls. Allan Block masonry walls are useful on sites wheregeogrids are not feasible or cost effective because they rely on a reinforced footing and vertical pilasters to counteract lateral earth pressures. These walls combine the mortarless stability of an Allan Block wall with the tensile strength of the steel rodsin pilasters, and the stability of the footing. The design and construction of these wallsfollow the guidelines outlined in current AS4678 and CMAA MA52. The specific design requirements depend on site and soil conditions, and wall heights.

Other System OptionsIn addition to basic masonry wall systems, Allan Block can accommodate special reinforcement systems such as rock bolts, earth anchors and soil nailing.

When considering special applications, unusual job sites or unique reinforcementrequirements, contact C&M for engineering and design support.The C&M Technical Services Department has provided assistance to engineeringand design professionals worldwide. For further information and case studies contact you local C&M Representitive.

Soil NailingEarth Anchor

See reference 15

Other Reinforcement Options

ApplicationsHighwayBridge abutmentsIndustrial sitesSound barriersWater sitesGolf CoursesTemporary shoring

Reinforcement OptionsMasonrySoil NailingEarth anchors, rock bolts

Typical SectionCapping Unit

Solid Concrete Grout

Allan Block

Finished Grade

Stem Reinforcement

Granular Drainage Rock 12-20mmLess than 10% Fines

100mm Pig Pipe

Heal Reinforcement

Concrete FootingFriction Key

B

uToe Reinforcement

450mm

t

a

Dowel reinforcement shall be equal in size and spacing to the stem of reinforcement. Extend dowels to a minumum of 30 bar diametres into the block cores and to within 75mm of the front of the footing.

Allan Block Unit

Geogrid reinforcement,type and length variesper wall design

Granular drainagerock 12-20mm, lessthan 10% fines

Provide for a bolted connection to the spreader pipe

Loop geogrid and tie to secure connection to spreader pipe

Exposed verticalshear face: Rock or Soil

Earth anchor, rockanchor, or soil nail

Allow for a seperate pipe to createa continuous span for geogrid connection

* Maximum vertical spacing between geogrid connections is 600mm. Maximum Horizontal spacing between anchor or nail location is 3m on center.

Allan Block Unit

Attach tie to anchor andtighten to tension Exposed vertical

shear face: Rock or SoilGalvanized steel tie

from bond beam toanchor nail

Rebar Bond Beam

Provide for a bolted connection to the anchor or tie

No. perm2Products Type Size (mm)

w x h x d Setback

Oatm

eal

Bond

i Ble

nd

Suns

tone

Bisc

uit B

lend

Char

coal

Product Guide and Colour Chart

NOTE: Special colours can be made for large projectsFurther reference material:Reference document - CMAA - Concrete Retaining Structures - Document MA52For engineering details C&M have available a design manual CD for use by qualified engineersand a Spec Book. Contact C&M to obtain a copy.

1 2 3

4 51 Oatmeal2 Bondi Blend3 Sunstone4 Biscuit Blend5 Charcoal

Specifically forAB Junior & AB Aussie

Specifically forAB Junior & AB Aussie

Suitable for allAB products

•

•

•• •• •

•• •• •

•• •• •

•

• • • • •

•

•

• •

•

•

• •

• •

•

•

•

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AB JuniorVertical 216 x 200 x 240 1˚ 23

Unit Weight(kgs) Availability

ACT, NSWSA, VIC

No. PerPallet

100

AB Junior 216 x 200 x 240 6˚ 23 14.7

14.7

ACT, NSWSA, VIC 100

AB AussieVertical 435 x 200 x 240 1˚ 11.5 29.4 ACT, NSW

SA, VIC 40

AB Aussie 435 x 200 x 240 6˚ 11.5 29.4 ACT, NSWSA, VIC

AB Aussie PitchedVertical 435 x 200 x 240 1˚ 11.5 29.4 ACT, NSW

SA, VIC

AB Aussie Pitched 435 x 200 x 240 29.4 ACT, NSWSA, VIC

AB CornerstoneShort**

Lefthand (shown) or Righthand300 x 200 x 196 19.6 ACT, NSW

VIC

AB CornerstoneLong**

Lefthand or Righthand (shown)400 x 200 x 196 22.2 ACT, NSW

SA, VIC

AB Smooth Capper 216 x 60 x 240 5.3 VIC

AB Split CapperShort 216 x 80 x 245 9.25 ACT, NSW

SA, VIC

AB Split CapperLong 216 x 80 x 310 11.6 ACT, NSW

SA, VIC

AB Vertical 435 x 200 x 305 1˚ 11.5 31.25 ACT, NSWSA, VIC 40

Specifically forAB Junior & AB Aussie

AB VerticalPitched 435 x 200 x 305 1˚ 11.5 31.25 ACT, NSW

SA, VIC 40

AB Classic 435 x 200 x 305 6˚ 11.5 ACT, NSWSA, VIC 40

AB Classic Pitched 435 x 200 x 305 6˚ 11.5 ACT, NSWSA, VIC 40

AB Stones 435 x 200 x 305 12˚ 11.5 31.25 ACT, NSWSA, VIC 40

• • •

Suitable for allAB products

40

40

40

60

50

240

120

120

6˚ 11.5 ••

• • •

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•• •• •

•• • • •31.25

31.25

Melbourne - Essendon (Head Office)264 Keilor Road North Essendon, VIC 3041phone: 03) 9375 8500 I fax: 03) 9374 4736

C&M Brick Pty LtdABN: 14 055 701 034

www.cmbrick.com.au

Bendigo69 Collins Street Kangaroo Flat, VIC 3555phone: 03) 5447 8866 I fax: 03) 5447 0399

Canberra6 Tennant Street Fyshwick, ACT 2609phone: 02) 6239 1255 I fax: 02) 6280 7284

Melbourne - Campbellfield194 Northbourne Road Campbellfield, VIC 3061phone: 03) 9305 0900 I fax: 03) 9303 9035

NewcastleOld Maitland Road Sandgate, NSW 2304phone: 02) 4967 3611 I fax: 02) 4960 1187

Nowra270-274 Princes Hwy South Nowra, NSW 2541phone: 02) x: 02) 4421 3082

Queensland5 Demand Avenue Arundel, QLD 4211phone: 07) 5571 6644 I fax: 07) 5571 6644

South AustraliaCnr Grand Junction & Blakeney Rds Ottoway, SA 5013phone: 08) 8304 2323 I fax: 08) 8341 1101

Sydney - Moorebank20 Kelso Crescent Moorebank, NSW 2170phone: 02) 9822 6822 I fax: 02) 9601 7446

ALLAN BLOCKCommercial Brochure - Ref: CM.AB0505

CM05

05_K

3088