Launceston sits in the Tamar Valley, where annual rainfall exceeds 650 mm and winter temperatures often drop below freezing. These conditions accelerate pavement deterioration through freeze-thaw cycles and prolonged moisture exposure. Our team evaluates existing pavements using core extraction, dynamic cone penetrometer (DCP) testing, and falling weight deflectometer (FWD) surveys to quantify remaining structural life. We cross-reference results with historical traffic loads and subgrade moisture data. This baseline informs overlay thickness, milling depth, or full reconstruction decisions. For projects requiring deeper subgrade insight, we integrate ensayo SPT to profile bearing capacity and ensayo Proctor to verify compaction against AS 1289 standards. Every Launceston pavement evaluation we deliver includes a detailed condition report with layer moduli and remaining life projections.

Core sampling at 50 m intervals combined with FWD back-calculation provides layer-specific moduli for reliable remaining life estimates.