About Us
Our Story
Certifications & Awards
Values, Purpose and Principles
Careers
Working at Hazell Bros
Vacancies
Induction
Contact Us
Tas Construction Internal Order Form FRM-CST-090
Orders to be submitted by noon the day prior to delivery.
Please enable JavaScript in your browser to complete this form.
Select Supplying BU
*
Quarry - HBMI
Quarry - LHQ
Quarry - Raeburn
Quarry - Tunbridge
Quarry - Mangalore
Quarry - Beauty Point Sand
Concrete - Lampton Ave
Concrete - Leslie Vale
Concrete - Cambridge
Concrete - Crossroads
Concrete - Burnie
Concrete - Devonport
Concrete - Mobile
Transport
Plant Hire
QUALTECH-Concrete
QUALTECH-Quarry
Order 1 - HBMI
Vic Roads Class 2 20mm FCR
Vic Roads Class 3 40mm Sub base
Vic Roads Class 4 60mm Sub base
Surgepile Spalls
Vic Roads A6 Filter Material
20mm Aggregate
Vic Roads Pipe Bedding: Dust & 10mm Aggregate
20mm Drainage
Crusher Dust
Other
Order 1 - Raeburn
100-200mm Spalls
100mm All In
7mm Aggregate
10mm Aggregate
20mm Aggregate
14mm Precoat Agg
20mm Class3
40mm Class3
40mm Class4
25mm Shoulder Material
40/80 Blend
4mm Dust (Concrete)
63mm Rail Ballast
Concrete Pipe Bedding
Road Waste
Waste Fill
Other
Order 1 - LHQ
Class 1
Class 2
Base B
Class 3
Class 4
7mm (Dirty) aggregate
7mm aggregate
10mm aggregate
14mm aggregate
20mm aggregate
40mm aggregate
14/20mm Conagg
100mm All-in
>100<250mm Surge Pile Spalls
Shoulder Gravel <14mm +3% PI
Shoulder Gravel <20mm +3% PI
Slab Fill
<5mm Dust
Blasted Rock
14/20mm Drainage
Precoat 7mm
Precoat 10mm
Precoat 14mm
Other
Order 1 - Tunbridge
Type a structural fill
Type b structural fill
Class 1
Class 3
Armour rock
100-300 spalls (rock breaker)
Other
Order 1 - Mangalore
Vic Roads Class 2 20mm FCR
Vic Roads Class 3 40mm Sub base
Vic Roads Class 4 60mm Sub base
Surgepile Spalls
Vic Roads A6 Filter Material
20mm Aggregate
Vic Roads Pipe Bedding: Dust & 10mm Aggregate
20mm Drainage
Crusher Dust
Other
Order 1 - Beauty Point Sand
Washed Coarse Sand <7mm
Washed Fine Sand < 2mm
Asphalt Sand < 7mm
Coarse White Sand <10mm
Fine White Sand <5mm
Potting Mix Sand (2 to 5mm)
Filter Sands
Bunker Sand
Equestrian Sand
Top Dressing Sand
Pebbles 4mm to 10mm
Pebbles 10mm to 14mm
Pebbles 14mm to 25mm
Pebbles 25mm to 40mm
Beauty Point Road Base
Concrete Mix (handy mix)
Crusher Dust
20/14mm Aggregate
<20mm Road Base
<40mm Road Base
<25mm Shoulder Gravel
Order 1 - QUALTECH - Quarry
Particle Size Distribution (Aggs - 5 to 20mm)
Particle Size Distribution (Aggs - >20 to 100mm)
Particle Density & Water Absorption
Misshapen Particles
Flakiness Index
Average Least Dimension
Degradation Factor (Fine Agg)
Degradation Factor (Coarse Agg)
Wet / Dry Strength Variation
Unsound Stone
Clay & Fine Silts
Organic Impurities
Moisture Content
Atterberg Limits - inc Liquid Limit, Plastic Limits, Plasticity Index & Linear Shrinkage
Particle Size Distribution (Clay)
Particle Size Distribution (-19mm)
Particle Size Distribution (-37.5mm)
Particle Size Distribution (-75mm)
Particle Size Distribution (-100mm)
Particle Size Distribution (>100mm)
pH
Resistivity
Standard Compaction (-19mm)
Standard Compaction (-37.5mm)
Modified Compaction (-19mm)
Modified Compaction (-37.5mm)
Hilf Compaction (-19mm)
Hilf Compaction (-37.5mm)
Field Density by nuclear meter (Non VicRoads - per Field Density) not inc travel
Field Density by nuclear meter (VicRoads 3 test lot) not inc travel
Field Density by nuclear meter (VicRoads 6 test lot) not inc travel
Soaked CBR (Standard Compaction) inc compaction
Soaked CBR (Modified Compaction) inc compaction
Sand Equivalent
Order 1 - Concrete
N/20/20
N/25/20
N/32/20
N/40/20
3% stabilized dust
4% no fines
S25/7mm blockfill
10% stabilized sand
Kerb mix
20mm base
3% 20mm base
VR330/32/EXP CL A
VR400/40/EXP CL B
VR450/50/EXP CL C
NO FINES CONC/VIC ROADS
Other
Refer Specification
Order 1 - If Other Describe Here
Order 1 - Is a Test Required?
Yes
No
Select test from list and Concrete will arrange
Order 1 - QUALTECH - Concrete
Standard Compression Test 20k radius- 100mm cylinders (minimum of 3 cylinders)
Standard Compression Test - (100mm cylinders) delivered to laboratory
Standard Compression Test - (50-75mm cubes) delivered to laboratory
Standard Compression Test - (cores) delivered to laboratory
Extra Cylinders/Cubes Compression Test Cast on site - (100/50/75mm cylinders & cubes)
Extra Slump test
Standard Flexural Test - 150mm beam (delivered to laboratory)
Flexural Beam/Cylinder Test on site 20k radius (3 cylinders 4 flexural beams)
Field Testing outside 20k radius (cylinder testing, flexural testing)
Air Content
Slump Flow T500
Slump Flow T500 including J-Ring
Laboratory Trial Mix (3 cylinder test)
Laboratory Trial Mix Flexural Beam/Cylinder Test (3 cylinders 4 flexural beams)
Drying Shrinkage
Volume of Permeable Voids
Soluble Salts
Order 1 - Quantity
If supply is required over a number of days please specify requirements in delivery instructions.
Order 1 - Date Requried
For a single date - double click
Order 1 - Time Requried
Order 1 - Concrete Slump
40
50
60
80
100
12
150
180
200
200+
Other
Order 1 - Concrete Slump - Other
Order 1 - Details of Special Admixtures
Order 1 - Time Between Loads
15mins
30mins
45mins
60mins
Other
Order 1 - Time Between Loads - Other
Order 2 - HBMI
Vic Roads Class 2 20mm FCR
Vic Roads Class 3 40mm Sub base
Vic Roads Class 4 60mm Sub base
Surgepile Spalls
Vic Roads A6 Filter Material
20mm Aggregate
Vic Roads Pipe Bedding: Dust & 10mm Aggregate
20mm Drainage
Crusher Dust
Other
Order 2 - LHQ
Class 1
Class 2
Base B
Class 3
Class 4
7mm (Dirty) aggregate
7mm aggregate
10mm aggregate
14mm aggregate
20mm aggregate
40mm aggregate
14/20mm Conagg
100mm All-in
>100<250mm Surge Pile Spalls
Shoulder Gravel <14mm +3% PI
Shoulder Gravel <20mm +3% PI
Slab Fill
<5mm Dust
Blasted Rock
14/20mm Drainage
Precoat 7mm
Precoat 10mm
Precoat 14mm
Other
Order 2 - Raeburn
100-200mm Spalls
100mm All In
7mm Aggregate
10mm Aggregate
20mm Aggregate
14mm Precoat Agg
20mm Class3
40mm Class3
40mm Class4
25mm Shoulder Material
40/80 Blend
4mm Dust (Concrete)
63mm Rail Ballast
Concrete Pipe Bedding
Road Waste
Waste Fill
Other
Order 2 - Tunbridge
Type a structural fill
Type b structural fill
Class 1
Class 3
Armour rock
100-300 spalls (rock breaker)
Other
Order 2 - Mangalore
Vic Roads Class 2 20mm FCR
Vic Roads Class 3 40mm Sub base
Vic Roads Class 4 60mm Sub base
Surgepile Spalls
Vic Roads A6 Filter Material
20mm Aggregate
Vic Roads Pipe Bedding: Dust & 10mm Aggregate
20mm Drainage
Crusher Dust
Other
Order 2 - Beauty Point Sand
Washed Coarse Sand <7mm
Washed Fine Sand < 2mm
Asphalt Sand < 7mm
Coarse White Sand <10mm
Fine White Sand <5mm
Potting Mix Sand (2 to 5mm)
Filter Sands
Bunker Sand
Equestrian Sand
Top Dressing Sand
Pebbles 4mm to 10mm
Pebbles 10mm to 14mm
Pebbles 14mm to 25mm
Pebbles 25mm to 40mm
Beauty Point Road Base
Concrete Mix (handy mix)
Crusher Dust
20/14mm Aggregate
<20mm Road Base
<40mm Road Base
<25mm Shoulder Gravel
Order 2 - QUALTECH - Quarry
Particle Size Distribution (Aggs - 5 to 20mm)
Particle Size Distribution (Aggs - >20 to 100mm)
Particle Density & Water Absorption
Misshapen Particles
Flakiness Index
Average Least Dimension
Degradation Factor (Fine Agg)
Degradation Factor (Coarse Agg)
Wet / Dry Strength Variation
Unsound Stone
Clay & Fine Silts
Organic Impurities
Moisture Content
Atterberg Limits - inc Liquid Limit, Plastic Limits, Plasticity Index & Linear Shrinkage
Particle Size Distribution (Clay)
Particle Size Distribution (-19mm)
Particle Size Distribution (-37.5mm)
Particle Size Distribution (-75mm)
Particle Size Distribution (-100mm)
Particle Size Distribution (>100mm)
pH
Resistivity
Standard Compaction (-19mm)
Standard Compaction (-37.5mm)
Modified Compaction (-19mm)
Modified Compaction (-37.5mm)
Hilf Compaction (-19mm)
Hilf Compaction (-37.5mm)
Field Density by nuclear meter (Non VicRoads - per Field Density) not inc travel
Field Density by nuclear meter (VicRoads 3 test lot) not inc travel
Field Density by nuclear meter (VicRoads 6 test lot) not inc travel
Soaked CBR (Standard Compaction) inc compaction
Soaked CBR (Modified Compaction) inc compaction
Sand Equivalent
Order 2 - Concrete
N/20/20
N/25/20
N/32/20
N/40/20
3% stabilized dust
4% no fines
S25/7mm blockfill
10% stabilized sand
Kerb mix
20mm base
3% 20mm base
NO FINES CONC/VIC ROADS
VR330/32/EXP CL A
VR400/40/EXP CL B
VR450/50/EXP CL C
Other
Refer Specification
Order 2 - If Other - Describe Here
Order 2 - Is a Test Required?
Yes
No
Select test from list and Concrete will arrange
Order 2 - QUALTECH - Concrete
Standard Compression Test 20k radius- 100mm cylinders (minimum of 3 cylinders)
Standard Compression Test - (100mm cylinders) delivered to laboratory
Standard Compression Test - (50-75mm cubes) delivered to laboratory
Standard Compression Test - (cores) delivered to laboratory
Extra Cylinders/Cubes Compression Test Cast on site - (100/50/75mm cylinders & cubes)
Extra Slump test
Standard Flexural Test - 150mm beam (delivered to laboratory)
Flexural Beam/Cylinder Test on site 20k radius (3 cylinders 4 flexural beams)
Field Testing outside 20k radius (cylinder testing, flexural testing)
Air Content
Slump Flow T500
Slump Flow T500 including J-Ring
Laboratory Trial Mix (3 cylinder test)
Laboratory Trial Mix Flexural Beam/Cylinder Test (3 cylinders 4 flexural beams)
Drying Shrinkage
Volume of Permeable Voids
Soluble Salts
Order 2 - Quantity
If supply is required over a number of days please specify requirements in delivery instructions.
Order 2 - Date Required
For a single date - double click
Order 2 - Time Required
Order 2 - Concrete Slump
40
50
60
80
100
12
150
180
200
200+
Other
Order 2 - Concrete Slump - Other
Order 2 - Details of Special Admixtures
Order 2 - Time Between Loads
15mins
30mins
45mins
60mins
Other
Order 2 - Time Between Loads - Other
Order 3- HBMI
Vic Roads Class 2 20mm FCR
Vic Roads Class 3 40mm Sub base
Vic Roads Class 4 60mm Sub base
Surgepile Spalls
Vic Roads A6 Filter Material
20mm Aggregate
Vic Roads Pipe Bedding: Dust & 10mm Aggregate
20mm Drainage
Crusher Dust
Other
Order 3 - LHQ
Class 1
Class 2
Base B
Class 3
Class 4
7mm (Dirty) aggregate
7mm aggregate
10mm aggregate
14mm aggregate
20mm aggregate
40mm aggregate
14/20mm Conagg
100mm All-in
>100<250mm Surge Pile Spalls
Shoulder Gravel <14mm +3% PI
Shoulder Gravel <20mm +3% PI
Slab Fill
<5mm Dust
Blasted Rock
14/20mm Drainage
Precoat 7mm
Precoat 10mm
Precoat 14mm
Other
Order 3 - Raeburn
100-200mm Spalls
100mm All In
7mm Aggregate
10mm Aggregate
20mm Aggregate
14mm Precoat Agg
20mm Class3
40mm Class3
40mm Class4
25mm Shoulder Material
40/80 Blend
4mm Dust (Concrete)
63mm Rail Ballast
Concrete Pipe Bedding
Road Waste
Waste Fill
Other
Order 3 - Tunbridge
Type a structural fill
Type b structural fill
Class 1
Class 3
Armour rock
100-300 spalls (rock breaker)
Other
Order 3 - Mangalore
Vic Roads Class 2 20mm FCR
Vic Roads Class 3 40mm Sub base
Vic Roads Class 4 60mm Sub base
Surgepile Spalls
Vic Roads A6 Filter Material
20mm Aggregate
Vic Roads Pipe Bedding: Dust & 10mm Aggregate
20mm Drainage
Crusher Dust
Other
Order 3 - Beauty Point Sand
Washed Coarse Sand <7mm
Washed Fine Sand < 2mm
Asphalt Sand < 7mm
Coarse White Sand <10mm
Fine White Sand <5mm
Potting Mix Sand (2 to 5mm)
Filter Sands
Bunker Sand
Equestrian Sand
Top Dressing Sand
Pebbles 4mm to 10mm
Pebbles 10mm to 14mm
Pebbles 14mm to 25mm
Pebbles 25mm to 40mm
Beauty Point Road Base
Concrete Mix (handy mix)
Crusher Dust
20/14mm Aggregate
<20mm Road Base
<40mm Road Base
<25mm Shoulder Gravel
Order 3 - QUALTECH - Quarry
Particle Size Distribution (Aggs - 5 to 20mm)
Particle Size Distribution (Aggs - >20 to 100mm)
Particle Density & Water Absorption
Misshapen Particles
Flakiness Index
Average Least Dimension
Degradation Factor (Fine Agg)
Degradation Factor (Coarse Agg)
Wet / Dry Strength Variation
Unsound Stone
Clay & Fine Silts
Organic Impurities
Moisture Content
Atterberg Limits - inc Liquid Limit, Plastic Limits, Plasticity Index & Linear Shrinkage
Particle Size Distribution (Clay)
Particle Size Distribution (-19mm)
Particle Size Distribution (-37.5mm)
Particle Size Distribution (-75mm)
Particle Size Distribution (-100mm)
Particle Size Distribution (>100mm)
pH
Resistivity
Standard Compaction (-19mm)
Standard Compaction (-37.5mm)
Modified Compaction (-19mm)
Modified Compaction (-37.5mm)
Hilf Compaction (-19mm)
Hilf Compaction (-37.5mm)
Field Density by nuclear meter (Non VicRoads - per Field Density) not inc travel
Field Density by nuclear meter (VicRoads 3 test lot) not inc travel
Field Density by nuclear meter (VicRoads 6 test lot) not inc travel
Soaked CBR (Standard Compaction) inc compaction
Soaked CBR (Modified Compaction) inc compaction
Sand Equivalent
Order 3 - Concrete
N/20/20
N/25/20
N/32/20
N/40/20
3% stabilized dust
4% no fines
S25/7mm blockfill
10% stabilized sand
Kerb mix
20mm base
3% 20mm base
VR330/32/EXP CL A
VR400/40/EXP CL B
VR450/50/EXP CL C
NO FINES CONC/VIC ROADS
Other
Refer Specification
Order 3 - If Other - Describe Here
Order 3 - Is a Test Required?
Yes
No
Select test from list and Concrete will arrange
Order 3 - QUALTECH - Concrete
Standard Compression Test 20k radius- 100mm cylinders (minimum of 3 cylinders)
Standard Compression Test - (100mm cylinders) delivered to laboratory
Standard Compression Test - (50-75mm cubes) delivered to laboratory
Standard Compression Test - (cores) delivered to laboratory
Extra Cylinders/Cubes Compression Test Cast on site - (100/50/75mm cylinders & cubes)
Extra Slump test
Standard Flexural Test - 150mm beam (delivered to laboratory)
Flexural Beam/Cylinder Test on site 20k radius (3 cylinders 4 flexural beams)
Field Testing outside 20k radius (cylinder testing, flexural testing)
Air Content
Slump Flow T500
Slump Flow T500 including J-Ring
Laboratory Trial Mix (3 cylinder test)
Laboratory Trial Mix Flexural Beam/Cylinder Test (3 cylinders 4 flexural beams)
Drying Shrinkage
Volume of Permeable Voids
Soluble Salts
Order 3 - Quantity
If supply is required over a number of days please specify requirements in delivery instructions.
Order 3 - Date Required
For a single date - double click
Order 3 - Time Required
Order 3 - Concrete Slump
40
50
60
80
100
12
150
180
200
200+
Other
Order 3 - Concrete Slump - Other
Order 3 - Details of Special Admixtures
Order 3 - Time Between Loads
15mins
30mins
45mins
60mins
Other
Order 3 - Time Between Loads - Other
Truck Type
12T
Truck & Trailer (use for truck and tri or truck & quad with no preference)
Truck & Tri Axle
Heavy Haulage
Work Type
Running gravel
Stock piling
Other
For other - explain in comments section
Quantity Required
On Hire Date / Time
Date
Time
For a single date - double click
Project
*
C1090 - Richmond Road
C19040 - Burnie East Mill Demo
C19060 - Hobart Airport Interchange
C19070 - Melton Mowbray
C19110 - West Tamar
C19120 - Goderich Street
C19140 - Rocherlea Office
C19150 - Bryn Estyn
C20010 - Bass Highway
C20020 - Highland Lakes Road
C20030 - Hellyer Mine
C21030 – Sandfly Intersection
C21020 - Upper Reservoir Dam Safety Upgrades Stage 2
C20060 - Launceston Airport Road
C20050 - Batman Highway - Shoulder Sealing
C21010 - Bruny Landside Infrastructure
C21060 - Sorell Southern ByPass
Other Project
Requester's Email
*
Requester's Mobile Phone Number
Comments
Name
Submit
About Us
Our Story
Certifications & Awards
Values, Purpose & Principles
CAREERS
Working at Hazell Bros
Vacancies
Inductions
Contact Us
Our Locations
Enquiry Form
Hazell Bros © 2021
Remote Access
|
Email
|
Terms and Conditions
|
Privacy Policy
close
bars
angle-down
