LARE LARE Grading and Earthwork 5

Question 1

A landscape architect is designing a bio-retention basin (rain garden) with a bottom elevation of 95.0 ft. The overflow inlet is set at 97.5 ft and the basin perimeter berm top is at 98.0 ft. What is the maximum design ponding depth?

Accepted Answer

2.5 ft

Answer

Maximum ponding depth = overflow inlet elevation − bottom elevation = 97.5 − 95.0 = 2.5 feet; water exits via overflow before reaching berm top.

Question 2

When establishing grades around a building, a landscape architect designs a minimum 2% slope within 10 feet of the foundation. This is primarily intended to:

Accepted Answer

Direct surface runoff away from the structure to prevent water infiltration

Answer

Grading away from foundations at minimum 2% ensures surface water drains away from the building, preventing moisture infiltration into basements and crawl spaces.

Question 3

On a LARE grading problem, you are given a 50-foot contour interval map (1-foot contours). A road must maintain a maximum 5% grade. What is the minimum horizontal distance between successive 1-foot contours along the road alignment?

Accepted Answer

20 feet

Answer

At 5% maximum grade: horizontal distance = vertical rise ÷ grade = 1 ft ÷ 0.05 = 20 feet minimum between each 1-foot contour.

Question 4

Which soil type is MOST susceptible to liquefaction during seismic activity, posing grading and foundation stability concerns?

Accepted Answer

Saturated, loose fine sand

Answer

Saturated loose fine sands are most susceptible to liquefaction because seismic shaking causes pore water pressure to exceed confining stress, causing the soil to behave like a liquid.

Question 5

A landscape architect needs to calculate the earthwork balance for a site. Cut volume = 4,500 CY (bank measure), swell factor = 1.25, shrinkage factor = 0.90. How many cubic yards of compacted fill can this cut material produce?

Accepted Answer

4,050 CY

Answer

Compacted fill = bank volume × shrinkage factor = 4,500 × 0.90 = 4,050 CY; the swell factor applies to loose (hauled) volume, not the final compacted fill calculation.

LARE Test Practice Test

LARE Test Practice Test

LARE LARE Grading and Earthwork 5