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100+ Free LARE Section 4 Practice Questions

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2026 Statistics

Key Facts: LARE Section 4 Exam

44%

Grading and Earthwork

CLARB

39%

Stormwater Management

CLARB

17%

Drainage Systems

CLARB

~70

Scored Items

CLARB

650

Passing Score

CLARB

$535

Section Fee

CLARB

LARE Section 4 is the grading, drainage, and stormwater section of the landscape architect licensure exam, administered by CLARB at Prometric. Roughly 70 scored items are weighted Grading and Earthwork 44%, Stormwater Management 39%, and Drainage Systems 17%, with a 650 scaled passing score. It is the most calculation-heavy LARE section, covering slope and earthwork-volume math, the Rational Method (Q=CiA), detention and bioretention BMPs, and pipe hydraulics. The four LARE sections are passed independently and may be taken in any order.

Sample LARE Section 4 Practice Questions

Try these sample questions to test your LARE Section 4 exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1A walkway rises 3 feet over a horizontal run of 60 feet. What is the slope of the walkway expressed as a percentage?
A.5%
B.2%
C.0.5%
D.20%
Explanation: Percent slope equals (rise / run) x 100. Here (3 / 60) x 100 = 5%. Slope is always computed as the vertical change divided by the horizontal distance, then multiplied by 100 to express it as a percentage.
2An accessible pedestrian ramp under the ADA Standards may not exceed a running slope of 1:12. Expressed as a percentage, what is this maximum running slope?
A.12%
B.8.33%
C.5%
D.2%
Explanation: A 1:12 slope means 1 unit of rise for every 12 units of run, which equals 1/12 = 0.0833, or 8.33%. The ADA Standards limit ramp running slope to a maximum of 1:12 (8.33%) to keep ramps usable for wheelchair users.
3On an accessible route, walkways and landings must limit cross slope to a maximum value to prevent wheelchairs from drifting sideways. Under the ADA Standards, what is that maximum cross slope?
A.1:12
B.5%
C.2%
D.8.33%
Explanation: The ADA Standards limit cross slope on accessible routes and ramp surfaces to a maximum of 1:48, which equals approximately 2%. A cross slope steeper than 2% causes a wheelchair to veer toward the low side and is therefore not permitted on accessible surfaces.
4A landscape architect is grading a lawn area for positive drainage. Which minimum slope is the generally accepted standard for turf/lawn surfaces to drain reliably without erosion?
A.0.5%
B.1%
C.10%
D.2%
Explanation: A minimum slope of about 2% is the accepted standard for lawn and planted areas, ensuring positive drainage even after settlement and through grass cover. Turf needs a steeper minimum than smooth paving because vegetation slows surface flow.
5What is the generally accepted minimum slope for a smooth paved surface such as concrete or asphalt to ensure positive surface drainage?
A.1%
B.2%
C.5%
D.0.25%
Explanation: Smooth, hard surfaces such as concrete and asphalt can drain at a minimum slope of about 1% because water flows readily over them. A 2% slope is often recommended for comfort and to account for construction tolerances, but 1% is the accepted minimum.
6A side slope is described as 3:1 (horizontal:vertical). What is this slope expressed as a percentage?
A.300%
B.33.3%
C.3%
D.13%
Explanation: A 3:1 ratio means 3 feet of horizontal run for every 1 foot of vertical rise, so the slope is 1/3 = 0.333, or 33.3%. Side-slope ratios are conventionally written horizontal:vertical, and 3:1 is a common maximum for safely mowable, stable turf slopes.
7What is the steepest side slope generally recommended for an area of mowed turf grass so that it remains safely mowable and resistant to erosion?
A.1:1
B.2:1
C.3:1
D.5:1
Explanation: A 3:1 (33%) slope is the generally accepted maximum for mowed turf; steeper slopes are difficult and unsafe to mow and tend to erode because water runs off rather than infiltrating. Slopes steeper than 3:1 are usually planted with groundcover or stabilized rather than maintained as lawn.
8On a grading plan, contour lines that point (form a V) in the uphill direction indicate which landform?
A.A ridge
B.A flat terrace
C.A retaining wall
D.A valley or swale
Explanation: When contours form a V that points uphill (toward higher elevations), they indicate a valley, drainageway, or swale, because the low channel of the valley cuts into the higher ground. Water collects and flows along the bottom of this V.
9On a contour grading plan, contour lines that point (form a V) toward the lower/downhill direction indicate which landform?
A.A ridge
B.A swale
C.A depression
D.A level bench
Explanation: Contours that point toward lower elevations form a ridge, because the high ground extends out (downhill) between two lower areas. The convention is the opposite of a valley: ridges point downhill, valleys point uphill.
10On a grading plan, where contour lines are spaced closely together, the ground surface is best described as:
A.Flatter
B.Steeper
C.Level
D.Concave only
Explanation: Closely spaced contours indicate a steep slope, because a given vertical interval is crossed over a short horizontal distance. Widely spaced contours indicate flatter ground, since the same elevation change is spread over a larger horizontal distance.

About the LARE Section 4 Exam

LARE Section 4, Grading, Drainage, and Stormwater Management, is one of four sections of the Landscape Architect Registration Examination administered by CLARB and delivered by computer at Prometric. It is the most calculation-intensive section, testing a candidate's ability to evaluate and design grading, drainage, and stormwater systems that protect public health, safety, and welfare. The CLARB blueprint weights the section as Grading and Earthwork 44%, Stormwater Management 39%, and Drainage Systems 17%, using multiple-choice, multiple-response, and advanced item types including quantitative earthwork and drainage problems.

Assessment

Question count not published by the exam provider

Time Limit

3 hours of testing within a 3.5-hour appointment

Passing Score

650 scaled score

Exam Fee

$535 for Section 4 (CLARB (Council of Landscape Architectural Registration Boards))

LARE Section 4 Exam Content Outline

44%

Grading and Earthwork

Contour grading and interpolation, slope and spot-elevation calculations, ADA running/cross slopes, retaining walls, tree protection, cut-and-fill balance, and earthwork volume methods (average end area, grid, prismoidal)

39%

Stormwater Management

Rational Method (Q=CiA), runoff coefficients, time of concentration, design storms, detention and retention basins, bioretention and LID, permeable pavement, erosion/sediment control, and water-quality BMPs

17%

Drainage Systems

Pipe invert elevations and slopes, Manning's equation and roughness, catch basins and inlets, culverts, French drains, manholes and junction structures, and storm-sewer design

How to Pass the LARE Section 4 Exam

What You Need to Know

  • Passing score: 650 scaled score
  • Assessment: Question count not published by the exam provider
  • Time limit: 3 hours of testing within a 3.5-hour appointment
  • Exam fee: $535 for Section 4

Keys to Passing

  • Work through all 100 available questions
  • Review every answer and explanation
  • Track weak areas and revisit them
  • Use our AI tutor for tough concepts

LARE Section 4 Study Tips from Top Performers

1Memorize slope = rise / run and practice converting between percent, ratio, and degrees
2Drill ADA limits: 1:12 (8.33%) maximum ramp running slope and 2% maximum cross slope
3Know minimum drainage slopes: about 1% for paving and about 2% for lawn/turf
4Practice average end area earthwork volume V = ((A1 + A2) / 2) x L until it is automatic
5Be fluent with the grid/borrow-pit method using average corner cut/fill depths
6Remember 27 cubic feet per cubic yard for converting earthwork quantities
7Master the Rational Method Q = CiA and the meaning of C, i, and A
8Understand time of concentration and why it sets the design rainfall intensity
9Distinguish detention (releases slowly) from retention (permanent pool) basins
10Know LID/BMP types: bioretention, bioswales, permeable pavement, green roofs, filter strips
11Compute pipe slope from invert elevations: slope = (invert drop) / pipe length
12Understand Manning's equation and how roughness, slope, and size affect capacity
13Read contours fluently: V points uphill for valleys/swales, downhill for ridges
14Practice quantitative problems under timed conditions to manage the 3-hour appointment

Frequently Asked Questions

What does LARE Section 4 cover?

LARE Section 4, Grading, Drainage, and Stormwater Management, tests a landscape architect's ability to evaluate and design grading, drainage, and stormwater systems. Per the CLARB blueprint it is weighted Grading and Earthwork 44%, Stormwater Management 39%, and Drainage Systems 17%. Topics include contour grading, slope and spot-elevation calculations, ADA-compliant slopes, earthwork cut-and-fill and volume methods, the Rational Method (Q=CiA), runoff coefficients and time of concentration, detention/retention and bioretention BMPs, low impact development, pipe inverts and slopes, Manning's equation, inlets, culverts, and subsurface drains. It is the most calculation-heavy of the four LARE sections.

How many questions are on LARE Section 4 and how long is it?

Section 4 includes approximately 70 scored items along with additional unscored pretest items that CLARB uses to evaluate future questions. The exact total number is not published. Candidates have about 3 hours of testing time within a 3.5-hour appointment. Item types include traditional multiple-choice, multiple-response (select-all-that-apply), and advanced item types such as drag-and-place and hot spot, plus quantitative earthwork and drainage calculation problems. Because the section is calculation-intensive, time management and a working knowledge of slope, volume, and runoff formulas are essential.

What is the passing score for LARE Section 4?

CLARB sets a scaled passing score of 650 for each LARE section, including Section 4. The exam uses scaled scoring rather than a simple percentage-correct, so the number of questions you must answer correctly to reach 650 is determined through CLARB's psychometric process. Each of the four LARE sections is passed independently, and passing one section does not depend on your performance on the others. Section 4 is widely considered the most difficult section because of its heavy reliance on grading, earthwork, and stormwater calculations.

Is LARE Section 4 the hardest section?

Many candidates consider Section 4 the most challenging LARE section because it is the most calculation-intensive, requiring fluency with slope math, earthwork volume methods, the Rational Method, and pipe hydraulics. CLARB does not publish a fixed pass rate for the section, but it is commonly reported to have among the lowest pass rates. Success depends on practicing quantitative problems under time pressure: percent-slope and ratio conversions, average end area and grid earthwork volumes, Q=CiA runoff, and computing pipe slopes from invert elevations. Conceptual knowledge of grading conventions, ADA slope limits, BMP selection, and drainage structures is equally important.

What formulas should I know for LARE Section 4?

Key formulas include slope = rise / run (expressed as a percentage or ratio); the average end area earthwork volume V = ((A1 + A2) / 2) x L; the grid/borrow-pit method using average corner depths times the cell area; the prismoidal formula for more accurate volumes; pipe slope = (invert drop) / length; the Rational Method Q = CiA for peak runoff; and Manning's equation for open-channel and partially full pipe flow. You should also know unit conversions (27 cubic feet per cubic yard), ADA slope limits (1:12 maximum ramp running slope, 2% maximum cross slope), and minimum drainage slopes for paving (about 1%) and lawn (about 2%).

What is the difference between a detention and a retention basin on LARE Section 4?

A detention basin temporarily stores stormwater runoff and releases it slowly through a controlled outlet so that the post-development peak discharge does not exceed allowable (often pre-development) rates; it drains dry between storms. A retention basin maintains a permanent pool of water (a wet pond) that provides storage plus water-quality treatment through settling and biological processes. Section 4 expects you to distinguish these, along with related practices like bioretention/rain gardens, constructed wetlands, permeable pavement, and low impact development, and to understand how each manages stormwater quantity, quality, or both.

Can I take the LARE sections in any order?

Yes. CLARB administers the LARE in four independent sections, and you may take them in any order that fits your preparation and schedule. Each section is passed separately, and you only need to retake a section you do not pass. Some candidates take Section 4 last because of its calculation demands, while others tackle it early when grading and hydrology coursework is fresh. Section credit retention is subject to the time-limit rules of your licensing jurisdiction, so check with your board if you plan to spread the sections over a longer period.

How should I prepare for LARE Section 4?

Start with the official CLARB exam blueprint to confirm the current weights (Grading and Earthwork 44%, Stormwater Management 39%, Drainage Systems 17%). Build fluency in grading math and earthwork volumes, then drill the Rational Method, time of concentration, and BMP selection, and finish with drainage hydraulics (pipe inverts, slopes, and Manning's equation). Widely used references include Site Engineering for Landscape Architects and Time-Saver Standards for Landscape Architecture. Practice quantitative problems under timed conditions, since pacing is critical, and review grading conventions, ADA slope limits, and drainage structure terminology so you can answer conceptual items quickly and leave time for calculations.