Also called: rotary drilling, cable percussion, standard penetration test
rock rig SPT every 1.5 m: N-value samples to the lab core 3-5 m into rock
fill N 7 soft clay N 3 medium sand N 18 dense gravel N 42 rock RQD 70 borehole log Borehole with standard penetration tests Concept diagram (TheBridgeEng)
How it is done Position holes at each foundation, plus one or two along the approaches; on water, from a jack-up or a moored barge. Advance the hole by rotary wash boring or cable percussion; in rock switch to double or triple-tube coring. Run the SPT at 1.0-1.5 m intervals: a 63.5 kg hammer dropped 760 mm, blows counted for 300 mm of penetration after seating. Take disturbed samples from the split spoon and undisturbed thin-wall samples in clays; log water strikes and standing levels. Install standpipes or piezometers where groundwater matters; backfill the rest with grout.
Where it fits All bridge foundations; the minimum is one hole per support to a depth below the pile tips or 1.5 times the footing width. Sands and gravels, where the N-value carries the design. Where it does not Relying on SPT alone in soft clays and silts: use CPT and vane tests too. Stopping the hole at the first rock: prove it is bedrock, not a boulder, by coring 3-5 m.
Plant, pace and money Plant Truck- or crawler-mounted rotary rig, or a cable percussion tripod; barge or jack-up on water; SPT hammer with energy calibration.
Productivity 10-25 m per shift on land in soils; 3-8 m per shift in rock coring; marine holes cost three to six times land holes.
Cost Roughly USD 150-300 per metre on land, USD 600-1,500 per metre over water including the platform.
Risks and controls What goes wrong Boulders mistaken for rock head. Uncorrected hammer energy: N-values from different rigs are not comparable without calibration. Artesian water in confined sands blowing the hole. Quality assurance Energy-calibrated hammers, continuous logging by an engineering geologist, photographs of every core box, standing water levels on every log.
Examples Marine investigations for sea bridges typically run 40-70 m holes from jack-ups; the game's borehole cost per hole is scaled from this.
Related methods
Further reading ASTM D1586 (SPT) · ISO 22476-3 · Eurocode 7-2