HA
Hastings
Hastings, New Zealand

MASW / VS30 Testing in Hastings: Shear Wave Velocity for Seismic Site Classification

In Hastings, we see a lot of sites that look solid on top but hide soft pockets 5–10 metres down. That changes the Vs30 calculation fast. We run our MASW arrays on residential subdivisions in Havelock North, commercial builds on Heretaunga Street, and rural blocks where the Heretaunga Plains sediments run deep. The difference between Site Class C and D shifts your seismic coefficient by a full 20% or more under NZS 1170.5. Our crew sets up 24-channel geophones, hits the sledgehammer source, and delivers a 1D shear wave velocity profile within 48 hours. No guesswork. We also combine this with seismic refraction when the shallow layer geometry is complex or the water table is within 2 metres of surface.

Vs30 is not just a number for the PS4 form — it determines your ductility demand and foundation factors under NZS 1170.5.

Technical details of the service in Hastings

Hawke's Bay sits on a mix of gravel fans, estuarine silts, and liquefiable sands from the old Ngaruroro River channels. Hastings' winter water table can sit at 1.0–1.8 metres depth in the central suburbs, which kills S-wave energy fast. We compensate with longer arrays and active-passive combined processing. The crew uses 4.5 Hz geophones and a 10 kg sledgehammer with a steel plate on asphalt; on grass we switch to a weight drop. Dispersion curves are picked in ParkSEIS and inverted in WinMASW. We output Vs30, layer velocities, and a borehole-compatible log. When we suspect deep soft clay, we pair the MASW line with an SPT drilling rig on the same day to calibrate the velocity model with N-values at 1.5 m intervals. That dual dataset satisfies NZGS guidelines for critical structures.
MASW / VS30 Testing in Hastings: Shear Wave Velocity for Seismic Site Classification
MASW / VS30 Testing in Hastings: Shear Wave Velocity for Seismic Site Classification
ParameterTypical value
Array length (standard)46 m or 69 m (24-channel)
Geophone frequency4.5 Hz vertical component
Source10 kg sledgehammer / weight drop
Sampling interval0.25 ms or 0.5 ms
Record length2 seconds
Vs30 calculationTravel-time method, NZS 1170.5
OutputVs profile, Vs30, site class, dispersion curves

Risks and considerations in Hastings

The most common mistake we see in Hastings is assuming Site Class C because the top 3 metres are gravel. We have pulled cores on Lyndhurst Road where dense gravel overlies 8 metres of soft estuarine silt, and the Vs30 comes back at 180 m/s — solid Site Class D. The builder had already ordered Site Class C seismic bracing. The fix cost $14,000 in structural redesign. Another one: using downhole seismic in cased boreholes without grouting the annulus. The casing rings and the signal travels steel, not soil. We stick to surface MASW because it measures the in-situ soil column undisturbed. If the site is in the Hastings liquefaction zone east of the railway line, the Vs30 profile feeds directly into the liquefaction triggering assessment per Boulanger & Idriss.

Need a geotechnical assessment?

Reply within 24h.

Applicable standards: NZS 1170.5:2004 Structural design actions – Earthquake actions, NZS 3404:1997 Steel structures standard, NZGS Guidelines for Seismic Site Classification

Our services

Our Hastings field team runs three MASW configurations depending on site size and required investigation depth:

MASW for NZS 1170.5 Site Class

Standard 24-channel survey with Vs30 calculated per the travel-time method. Delivered as a signed report with site class letter for building consent submission.

Combined MASW + SPT calibration

Same-day MASW array and SPT borehole at the same location. We cross-plot Vs vs N-value to build a site-specific correlation for the Hastings formation.

Active-Passive MASW (deep profile)

For sites requiring Vs down to 30+ metres. We record ambient noise with a 2D array and merge the passive dispersion curve with active-source data. Used for soil-structure interaction models.

Questions and answers

What does a MASW / VS30 test cost in Hastings?

A standard MASW survey for site classification in the Hastings area ranges from NZ$2,540 to NZ$5,670 depending on array length, number of lines, and whether passive data collection is needed. A single-line active survey on a clear residential section falls at the lower end. Multi-line surveys with combined active-passive processing on constrained commercial sites reach the upper end.

How long does a MASW survey take on site?

A single 24-channel line takes about 45–60 minutes of field time. We need a clear strip roughly 50 metres long. Setup and pack-down add 30 minutes each end. Data processing and reporting take 24–48 hours in the office.

What site class does the Hastings area usually fall into?

It varies block by block. The Heretaunga Plains have zones of Site Class C (shallow gravel, Vs30 above 300 m/s) and extensive zones of Site Class D (deep soft sediments, Vs30 150–300 m/s). Some pockets near the coast and old river channels hit Class E. The only way to know is a site-specific measurement.

Do you need a borehole for MASW to be valid?

MASW is a standalone method accepted under NZS 1170.5 for site classification. A borehole is not mandatory. However, for structures with importance level 3 or 4, the NZGS guidelines recommend at least one borehole or CPT to confirm the stratigraphy. We can coordinate both on the same day.

Coverage in Hastings