A developer recently broke ground on a mixed-use building near the Passaic River, only to discover the fill material varied wildly from one corner of the lot to the next. The spec called for a well-graded sand, but visual inspection alone couldn't confirm gradation or silt content. That's where a complete grain size analysis with hydrometer becomes non-negotiable. Newark's subsurface is a patchwork of glacial outwash, estuarine deposits, and urban fill, and guessing the particle distribution can derail compaction specs, drainage design, and even seismic classification. Our lab runs the full curve from coarse gravel down to clay colloids using ASTM D6913 sieves and ASTM D7928 hydrometer sedimentation, giving your geotechnical engineer the numbers to back every decision. Before you pour, pair the gradation data with in-situ density testing to verify field compaction meets the lab-derived optimum.
A 10% error in silt content can double the predicted settlement in a mat foundation — the hydrometer step isn't optional, it's essential.



