Title Page
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Conducted on
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Prepared by
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Location
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Date:
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Location:
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Contractor (Crew):
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Weather Condition:
Existing Pavement Temperature Standard Binders AR450, C320
Existing Pavement Temperature PMB binder
Setting Out / Traffic Control
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Time TC Commenced.
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No of TC’s recorded on site.
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No of VMS recorded on site
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TC employing appropriate signage, diversions, detours operating without undue disruption.
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Initial site check record of any existing defects prior to commencement including but not limited to: K&G, driveways, traffic islands, speed arresting devises, rumble bars, lane delineation markers, driveways, laybacks, stormwater drains, lintels, footpaths, signs, posts, nature strip.
Cold Milling of asphalt
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Time milling commenced.
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Check the proposed pattern for worn teeth (uneven surface), check the water usage (dust prevention)
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Asphalt milling depth compliant with the relevant shift plan
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Removal of milled asphalt, no damage to infrastructure as listed above.
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Profiled area free from any defective pavement/base areas. Soft/unsuitable base options for rectification
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Time milling completed
Bitumen emulsion tack coating
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Tack coating material applied evenly with no pooling or overspraying
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Tack coat fully broken, free of surface water, and intact
Placing of Asphalt
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Time paving commenced:
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Asphalt temperature delivered to paver immediately prior to placement
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Visually confirm the shape of the new asphalt mat
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Asphalt mat thickness conforms to the requirement
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No unnecessary handwork or broadcasting over the fresh matt
Asphalt Joints
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The longitudinal joint are straight and parallel to the centre line (Joints should be located away from the traffic wheel path), offset by 150mm between layers
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Tranverse joints cut back where required, square and true, offset by 2m between layers
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Tie in joints squared off
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Time paving completed
Compaction
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Temperature of asphalt at initial compaction:
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Roller pattern followed and required compaction achieved
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Transverse Joints satisfying density and shape requirements via combined longitudinal/transverse rolling
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Longitudinal Joints satisfying density and shape requirements for either hot or cold procedure
Carriageway Surface Shape
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Carriageway Compliant Surface Shape – crown requirements, ride quality, avoidance of trip hazards, tie ins to crossings
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Homogeneous surface finish produced, defect free
Completion / Open to traffic
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Final site check compliant no defects, damage, quality issues.
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Quantity Agreement mix final tonnage
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Asphalt Docket copies obtained
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Temporary line marking and stick and stomps reinstated compliant with design and prework locations.
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Surface Temperature of asphalt < 60 degrees
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Ensure the site is safe for opening to live traffic
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Time completed
