← Home · Laboratory

Laboratory CBR Testing for Pavement Design in Napier

Together, we solve the challenges of tomorrow.

LEARN MORE →

Napier sits on the gravels and silts of the Heretaunga Plains. The 1931 earthquake lifted the coastal plain by over a metre, leaving a mix of marine sediments and alluvial deposits that still define local construction today. That history matters when you are designing a pavement. Saturated silts and fine sands dominate many sites, and their bearing capacity can drop fast after rain. A laboratory CBR test gives you a reliable soaked strength value, removing the guesswork from subgrade treatment. We run the test on remoulded samples compacted to your target density, and we pair it with a grain size analysis when the fines content looks borderline. For deeper investigation we often recommend in-situ permeability testing to understand how water moves through the layered soils common in Taradale and Ahuriri.

A soaked CBR of 3% versus 5% can change the pavement thickness by over 100 mm—and the cost of imported aggregate in Hawke's Bay is not trivial.

Methodology and scope

NZS 4404:2010 for land development and subdivision sets clear CBR thresholds for subgrade acceptance. Councils across Hawke's Bay enforce them strictly. Our soaked CBR procedure follows NZS 4402 Test 4.2, with a 96-hour soaking period that replicates worst-case field conditions. The lab compacts three specimens at different moisture contents—usually near optimum, dry of optimum, and wet of optimum—to build a density-strength curve. We use a calibrated loading press with a penetration rate of 1.27 mm per minute. The result is a CBR value at 2.5 mm and 5.0 mm penetration. If the 5.0 mm value is higher, we repeat the test. That is not optional. It is a check written into the standard. The entire sequence takes four to five days, and we report both the raw data and the corrected curve so your pavement engineer can review every data point.
Laboratory CBR Testing for Pavement Design in Napier
Technical reference image — Napier

Local considerations

The most common mistake we see is a contractor submitting a single sample from a shallow trench and expecting it to represent the whole site. Napier soils change laterally over short distances. A silty sand lens can sit next to a stiff clay pocket within twenty metres. One CBR value does not characterise the alignment. The second mistake is testing at natural moisture content and skipping the soak. Unsoaked values flatter the soil. After a wet Hawke's Bay winter, the subgrade softens and the pavement deflects. The third mistake is ignoring the compaction curve. A CBR value without a corresponding dry density and moisture content is almost useless for construction control. You need all three numbers to write a defensible compaction specification.

Need a geotechnical assessment?

Reply within 24h.

Email: [email protected]

Technical parameters

ParameterTypical value
Test standardNZS 4402 Test 4.2 (Soaked CBR)
Sample preparationRemoulded, standard Proctor compaction
Soaking period96 hours submerged
Penetration rate1.27 mm/min
Surcharge weight4.5 kg annular surcharge
Specimens per test3 points (moisture-density curve)
Typical turnaround4 to 5 working days

Associated technical services

01

Soaked CBR with Density Curve

Three-point compaction and 96-hour soak. Includes full penetration curve, corrected CBR at 2.5 and 5.0 mm, and moisture-density relationship. Delivered as a signed PDF report with NZS 4402 compliance statement.

02

CBR plus Particle Size Distribution

Combined package for subgrade classification. Soaked CBR on remoulded specimens plus sieve and hydrometer analysis. Useful when the soil contains visible pumice sands or silt fractions that affect drainage behaviour.

Applicable standards

NZS 4402 Test 4.2: California Bearing Ratio (Soaked), NZS 4404:2010: Land development and subdivision infrastructure, NZGS Soil and Rock Description Guidelines (2021), Transit New Zealand Specification for Pavement Construction (TNZ B/2)

Questions and answers

How much does a laboratory CBR test cost in Napier?

A single-point soaked CBR with compaction curve typically costs between NZ$240 and NZ$340, depending on the number of specimens and whether a particle size distribution is included. Three-point tests with full reporting fall at the upper end of that range.

What is the difference between field CBR and laboratory soaked CBR?

Field CBR uses a portable apparatus pushed directly into the subgrade at natural moisture content. It is quick but gives an unsoaked value. Laboratory soaked CBR remoulds the sample, compacts it to a target density, and soaks it for four days. The lab value is almost always lower and is the one specified in NZS 4404 for pavement thickness design.

How many samples do I need for a road project in Napier?

The number depends on the length of the alignment and the soil variability. For a subdivision road under 500 metres, we usually recommend at least three sample locations with one CBR test per location. On highly variable sites near old river channels, you may need more. We can advise after reviewing a preliminary soil log.

Can you test gravel aggregates with the CBR method?

Yes, but the standard CBR mould limits particle size to 19 mm. If your aggregate contains larger stone, we sieve out the oversize fraction and note the percentage in the report. The result still provides a valid soaked bearing value for sub-base and basecourse materials under NZS 4404.

Location and service area

We serve projects in Napier and surrounding areas.

View larger map