PracticeVideosBlogFlashcardsEspañol
All Practice Exams

Free Practice Questions for CSLB Land Development Engineering

Exam-style questions and explanations by OpenExamPrep.

✓ No registration✓ No credit card
116+ Questions
100% Free

Loading practice questions...

Same family resources

Explore More New Zealand Cadastral and Geodetic Surveying

Continue into nearby exams from the same family. Each card keeps practice questions, study guides, flashcards, videos, and articles in one place.

S+SNZ Professional Examination — Spatial Measurement Option (New Zealand)

Practice Questions

Cadastral Law Examination (Survey and Spatial New Zealand / CSLB)

Practice Questions

S+SNZ Professional Examination — Cadastral Surveying Option (New Zealand)

Practice Questions

S+SNZ Professional Examination — Geodetic Surveying Option (New Zealand)

Practice Questions

S+SNZ Professional Examination — Planning, Design and Resource Management Option (New Zealand)

Practice Questions
Exam Review

Key Facts: CSLB Land Development Engineering Exam

4 challenges

Day-long Assessment

CSLB

NZ$1,150

2026 Challenge Fee

Including GST

2 years

Accepted PoE Window

Before the Challenge

4 outcomes

Passing Standard

Only Not Yet Competent fails

Use this bank for the land-development engineering knowledge that can support current CSLB scenarios, not as a mock of the retired S+SNZ option exam. The current framework has four sequential stages and a day-long four-part Professional Challenge. CSLB publishes no standalone LDE question count, duration, weight or numeric cut score.

Sample CSLB Land Development Engineering Practice Questions

Try these sample questions to review concepts for the CSLB Land Development Engineering exam. Each question includes a detailed explanation. Start the interactive quiz above for the full 116+ question experience with AI tutoring.

1A project earthworks specification prepared under NZS 4431:2022 sets a maximum air-voids ratio of 10%. A compacted-fill test returns 12%. What is the correct conclusion?
A.The lift fails the project specification and must be addressed before acceptance.
B.The lift automatically complies because NZS 4431 permits every result up to 15%.
C.The lift automatically complies because air voids are not a project-specific acceptance criterion.
D.The result proves the fill has reached maximum dry density.
Explanation: NZS 4431:2022 is titled 'Engineered fill construction for lightweight structures'. It requires a project- and site-specific earthworks specification rather than imposing one universal 10% air-voids limit for every fill material. Here, 10% is expressly the project's acceptance limit, so a 12% result fails that specification and requires the response specified for non-conforming fill.
2Which Scala penetrometer result satisfies the NZS 3604:2011 blow-count criterion used to support a 'good ground' assessment below a proposed footing?
A.>5 blows/100 mm to twice the footing width; >3 deeper; all other clause conditions met.
B.Exactly 1 blow per 100 mm at the founding level only.
C.Exactly 3 blows per 100 mm for the entire test depth, with no comparison between test sites.
D.Any isolated 10-blow reading, regardless of the weaker layers above or below it.
Explanation: NZS 3604:2011 clause 3.3.7 uses a continuous depth-dependent criterion: the count must exceed 5 blows per 100 mm from the underside of the proposed footing to twice the width of the widest footing, and exceed 3 blows per 100 mm at greater depths. The result is only part of the assessment: excluded weak materials must not be encountered, the set must be reasonably uniform, and conditions at the test sites must be closely similar.
3Which summary correctly states the GD05 minimum storage sizing for sediment retention ponds (SRPs) and decanting earth bunds (DEBs)?
A.SRP: 2% if <18% and <200 m; otherwise 3%. DEB: 2%.
B.SRP: 2% below a 10% slope and 3% at 10% or more; DEB: 0.5%.
C.SRP and DEB: a universal 5% of catchment area.
D.SRP: 0.5%; DEB: no storage requirement.
Explanation: GD05 sizes an SRP at 2% of contributing catchment area (200 m³/ha) where the relevant slope is less than 18% and the slope length is less than 200 m. It uses 3% (300 m³/ha) where the slope is greater than 18% or the length is greater than 200 m. A DEB is sized at 2% of the contributing catchment area.
4Which of the following describes the 'bulking factor' of soil and how it affects earthwork volume calculations on a land development site?
A.Excavation increases soil from bank volume to a greater loose volume.
B.The decrease in volume when soil is compacted in a fill area, resulting in compacted volume being less than bank volume.
C.The expansion of clay soils when moisture is added, measured under saturated conditions.
D.The reduction in soil volume due to groundwater drawdown during site dewatering.
Explanation: The bulking factor describes the volumetric expansion of soil when it is excavated from its in-situ state (bank volume) to a loose state. Excavation introduces air voids between soil particles, causing the volume to increase. For example, clay soils typically bulk by 10% to 30%, which must be accounted for when estimating truck capacities for off-site disposal. Conversely, shrinkage occurs when loose soil is compacted, often resulting in a final compacted volume slightly smaller than the original bank volume.
5During a compaction control test under NZS 4402, a fill sample is found to have a relative compaction of 92% of the Maximum Dry Density (MDD). If the project specifications require a minimum of 95% MDD, what directive should the land development engineer issue to the contractor?
A.Scarify, condition and re-compact the lift, then re-test it.
B.Proceed with the next layer of fill, as a 3% variance is within standard field tolerance.
C.Apply a cement stabilization agent to the surface and seal it immediately.
D.Increase the thickness of the next lift to compensate for the lower density of the current layer.
Explanation: A relative compaction of 92% fails the stated project specification of 95% MDD. The non-conforming lift should be scarified, moisture-conditioned as required, re-compacted with suitable equipment, and re-tested before acceptance. The 95% threshold comes from this question's project specification; NZS 4402 supplies test methods and should not be treated as imposing one universal acceptance percentage for every fill.
6In New Zealand land development, what is the maximum catchment area permitted to drain to a standard Decanting Earth Bund (DEB) under Auckland Council GD05 guidelines?
A.0.3 hectares (3,000m²)
B.1.0 hectare (10,000m²)
C.0.5 hectares (5,000m²)
D.2.0 hectares (20,000m²)
Explanation: Auckland Council GD05 limits the maximum contributing catchment area for a standard Decanting Earth Bund (DEB) to 0.3 hectares (3,000m²). DEBs are smaller, temporary erosion and sediment control measures designed for localized catchments. If the contributing catchment area exceeds 0.3 hectares, a Sediment Retention Pond (SRP) must be designed instead to manage the higher sediment load and runoff volumes.
7A geotechnical report for a subdivision in clay-rich soils in Northland warns of high 'plasticity index' values. What does a high plasticity index indicate regarding the behavior of the soil?
A.The soil has a wide range of moisture contents over which it remains plastic, suggesting high clay content and high sensitivity to shrink-swell behavior.
B.The soil is highly granular and will behave like sand when saturated.
C.The soil has a high shear strength under dry conditions, meaning it is immune to slope instability.
D.The soil will drain rapidly, preventing the build-up of pore water pressures.
Explanation: The Plasticity Index (PI) is the numerical difference between the Liquid Limit (LL) and the Plastic Limit (PL) of a soil. A high PI indicates that the soil has a broad moisture range where it behaves plastically, which is characteristic of active clay minerals (like montmorillonite). These soils are highly cohesive, have low permeability, and exhibit significant volume changes (shrinking and swelling) in response to seasonal moisture variations.
8A concept plan shows an unsupported permanent cut batter in cohesive clay. What is the defensible design response?
A.Set the batter from site-specific geotechnical evidence and the adopted council standard
B.Use 1V:1H because cohesive clay is self-supporting once surface vegetation is established
C.Use 1V:2.5H everywhere because NZS 4404 makes that a national maximum slope
D.Use the steepest plant-accessible grade because maintenance access proves stability
Explanation: There is no single nationwide safe batter ratio for every cohesive clay. Geometry must respond to soil strength, groundwater, height, surcharge, erosion, seismic effects and the territorial authority's adopted or amended land-development standard. A stated ratio such as 1V:2.5H may be a useful local presumption, but it does not replace geotechnical assessment.
9When designing a silt fence as part of an erosion and sediment control plan under GD05, what is the minimum required depth of the trench used to key in the geotextile fabric at the base of the fence?
A.200mm
B.50mm
C.100mm
D.500mm
Explanation: GD05 guidelines require that the bottom edge of the silt fence fabric must be buried in a trench that is at least 200mm deep and 100mm wide. Backfilling and compacting the soil over the fabric in this trench is critical to prevent muddy runoff from undermining (flowing under) the fence during heavy rain. Failure to key in the fabric properly is the most common cause of silt fence failure on construction sites.
10What is the primary function of a 'flocculant treatment system' (such as liquid Alum or Polyaluminum Chloride) applied to a Sediment Retention Pond under New Zealand erosion control standards?
A.To aggregate fine clay into larger, faster-settling flocs.
B.To neutralize acidic runoff from exposed subsoil layers before it enters the receiving environment.
C.To inhibit the growth of algae and other biological organisms in the static pond water.
D.To filter out hydrocarbons and chemical contaminants from earthmoving machinery leaks.
Explanation: Flocculation is used in New Zealand (particularly on clay sites in Auckland and Northland) because colloidal clay particles remain suspended in water indefinitely due to negative electrical charges. Adding a chemical flocculant (like Alum or PAC) neutralizes these charges, allowing the fine particles to bind together into larger 'flocs' that settle rapidly out of suspension. This significantly improves the sediment removal efficiency of the retention pond, reducing discharge turbidity.

About the CSLB Land Development Engineering Exam

The former S+SNZ professional-examination options ended after October 2025. In the current CSLB pathway, land-development engineering is one of eight competency categories assessed through Portfolio evidence, integrated Professional Challenge scenarios and the Professional Interview; it is not a standalone current option exam or a CPLDEng certification page.

Exam sponsor: Cadastral Surveyors Licensing Board of New Zealand (CSLB). The requirements and fees below concern the certification or admission exam, separate from our free practice resources.

Assessment

Question count not published by the exam provider

Time Limit

Conducted over a day; 1 hour for Challenge 1 and up to 1.5 hours for each of Challenges 2–4

Passing Score

Competency-based outcome; only Not Yet Competent fails the Professional Challenge

Exam / Certification Fees

NZ$1,150 including GST for the 2026 Professional Challenge

Exam sponsor website

Fees, eligibility, and exam policies can change. Confirm them with the exam sponsor before applying or paying.

Our practice resources: topics covered

We aim to reflect publicly available exam outlines and topic information in our study resources. Coverage, format, and difficulty may differ from the actual exam, and we cannot guarantee that every detail is accurate or current. Confirm exam requirements, fees, and policies with the official exam sponsor.

No published percentage

Earthworks & Geotechnical Engineering

Earthwork design, slope stability, compaction standards (NZS 4431), Scala penetrometer testing, and erosion & sediment control (GD05).

No published percentage

Stormwater Management & Hydraulics

Catchment hydrology (Rational Method), reticulation pipelines, detention/retention pond design, and overland flow paths.

No published percentage

Wastewater & Water Supply Reticulation

Gravity sewer networks, pump stations, water reticulation, pressure testing, and SNZ PAS 4509 firefighting compliance.

No published percentage

Roading & Transportation Design

Pavement design, subgrade testing, road geometry, sight distances, street lighting, and NZS 4404 design standards.

No published percentage

Resource Management & Contract Administration

RMA compliance, Section 223/224(c) certification, contract administration under NZS 3910, and the Construction Contracts Act.

Preparing for the CSLB Land Development Engineering Exam

What You Need to Know

  • Passing score: Competency-based outcome; only Not Yet Competent fails the Professional Challenge
  • Assessment: Question count not published by the exam provider
  • Time limit: Conducted over a day; 1 hour for Challenge 1 and up to 1.5 hours for each of Challenges 2–4
  • Exam / certification fees: NZ$1,150 including GST for the 2026 Professional Challenge Official sources

Using Our Practice Resources

  • Work through all 116 available questions
  • Review every answer and explanation
  • Track weak areas and revisit them
  • Use our AI tutor for tough concepts

CSLB Land Development Engineering: Suggested Study Strategy

1Verify every hydraulic, hydrological, geotechnical and pavement input against the project jurisdiction and the edition of the governing document actually specified.
2Practise connecting engineering design to subdivision consent conditions, cadastral boundaries, registered rights and the title-completion process.
3Explain how topography, hazards, existing services and interests can make a proposed or constructed work incompatible with a design or consent.
4Show independent checks, assumptions, units and professional limitations in every calculation rather than relying on an unexplained final number.
5Prepare concise written scenario responses first, then practise discussing the same decisions and evidence at the Professional Interview.

Frequently Asked Questions

Does the S+SNZ Land Development Engineering Option still operate?

No. The former S+SNZ professional examinations ended after October 2025. Under the current CSLB pathway, land-development engineering is assessed as one competency category across Portfolio evidence, Professional Challenge scenarios and the Professional Interview.

How is the current Professional Challenge structured?

It has four closed-book components conducted over a day. Challenge 1 is a one-hour law-and-rules assessment; Challenges 2–4 use integrated real-world scenarios and may each run up to 1.5 hours.

What technical standards are tested in the exam?

CSLB defines competencies rather than publishing one universal list of engineering standards for every scenario. Candidates must apply the current legislation, planning documents, local requirements, standards and guidance relevant to the project presented.

What are the prerequisites to sit the exam?

Applicants complete the Academic Qualification stage and must have a Portfolio of Experience accepted by the Assessment Panel within the previous two years before attending the Professional Challenge.

What is the 2026 CSLB Professional Challenge fee?

The CSLB platform lists NZ$1,150 including GST for the 2026 Professional Challenge. Portfolio assessment and the Professional Interview are separate stages, listed at NZ$805 and NZ$460 including GST.