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OSHA 30-Hour Construction Exam

Excavations Practice Questions

70 practice questions with detailed explanations — aligned to the OSHA 30-Hour Construction Exam.

  1. Q1.At what depth must a protective system be used in an excavation?

    A.4 feet
    B.5 feet
    C.6 feet
    D.10 feet
    B5 feet

    Explanation: Excavations 5 feet or deeper require a protective system (sloping, shoring, or shielding) unless the excavation is made entirely in stable rock.

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  2. Q2.How far from the edge of an excavation must spoil (excavated material) be kept?

    A.1 foot
    B.2 feet
    C.3 feet
    D.5 feet
    B2 feet

    Explanation: Spoil must be kept at least 2 feet from the edge of the excavation to prevent it from falling back into the trench and to reduce surcharge loading.

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  3. Q3.In a trench excavation, a means of egress (ladder, steps, or ramp) must be provided within how many feet of lateral travel for employees?

    A.10 feet
    B.15 feet
    C.25 feet
    D.50 feet
    C25 feet

    Explanation: A stairway, ladder, ramp, or other safe means of egress shall be located in trench excavations that are 4 feet or deeper so as to require no more than 25 feet of lateral travel for employees.

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  4. Q4.Who must inspect excavations daily and before the start of each shift?

    A.The project manager
    B.A competent person
    C.An OSHA inspector
    D.The equipment operator
    BA competent person

    Explanation: Daily inspections of excavations, the adjacent areas, and protective systems shall be made by a competent person for evidence of possible cave-ins, failures of protective systems, or hazardous atmospheres.

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  5. Q5.Type A soil has an unconfined compressive strength of:

    A.0.5 tsf or less
    B.0.5 to 1.5 tsf
    C.1.5 tsf or greater
    D.Greater than 3.0 tsf
    C1.5 tsf or greater

    Explanation: Type A soil is cohesive soil with an unconfined compressive strength of 1.5 tons per square foot (tsf) or greater. Examples include clay, silty clay, and hardpan.

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  6. Q6.Type B soil has an unconfined compressive strength of:

    A.Less than 0.5 tsf
    B.0.5 to 1.5 tsf
    C.1.5 to 3.0 tsf
    D.Greater than 3.0 tsf
    B0.5 to 1.5 tsf

    Explanation: Type B soil is cohesive soil with an unconfined compressive strength greater than 0.5 tsf but less than 1.5 tsf. Examples include angular gravel, silt, and silt loam.

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  7. Q7.Type C soil has an unconfined compressive strength of:

    A.0.5 tsf or less
    B.0.5 to 1.5 tsf
    C.1.5 tsf or greater
    D.3.0 tsf or greater
    A0.5 tsf or less

    Explanation: Type C soil is cohesive soil with an unconfined compressive strength of 0.5 tsf or less. Examples include gravel, sand, loamy sand, and submerged soil.

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  8. Q8.What is the maximum allowable slope for Type C soil?

    A.3/4 to 1 (53 degrees)
    B.1 to 1 (45 degrees)
    C.1-1/2 to 1 (34 degrees)
    D.2 to 1 (26 degrees)
    C1-1/2 to 1 (34 degrees)

    Explanation: Type C soil has a maximum allowable slope of 1-1/2 horizontal to 1 vertical (34 degrees). This is the least stable soil type and requires the gentlest slope.

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  9. Q9.What is the maximum allowable slope for Type A soil?

    A.3/4 to 1 (53 degrees)
    B.1 to 1 (45 degrees)
    C.1-1/2 to 1 (34 degrees)
    D.Vertical (90 degrees)
    A3/4 to 1 (53 degrees)

    Explanation: Type A soil has a maximum allowable slope of 3/4 horizontal to 1 vertical (53 degrees). This is the most stable soil type.

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  10. Q10.At what depth must excavation protective systems be designed by a registered professional engineer?

    A.10 feet
    B.15 feet
    C.20 feet
    D.25 feet
    C20 feet

    Explanation: Excavations deeper than 20 feet require that the protective system be designed by a registered professional engineer.

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  11. Q11.Which of the following is a Type C soil?

    A.Clay
    B.Silty clay
    C.Gravel
    D.Cemented sand
    CGravel

    Explanation: Type C soils include granular soils such as gravel, sand, and loamy sand; submerged soil; soil from which water is freely seeping; and submerged rock that is not stable.

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  12. Q12.Before an excavation is started near underground utilities, the employer must:

    A.Begin digging and watch for utilities
    B.Contact the utility company or call 811 to locate and mark utilities
    C.Only check for electrical lines
    D.Rely on old building plans
    BContact the utility company or call 811 to locate and mark utilities

    Explanation: The estimated location of utility installations shall be determined by contacting the local utility companies or the state one-call system (811) before excavation begins.

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  13. Q13.A trench box (trench shield) provides protection by:

    A.Preventing cave-ins from occurring
    B.Shielding workers from soil that may cave in
    C.Stabilizing the soil permanently
    D.Diverting water from the trench
    BShielding workers from soil that may cave in

    Explanation: A trench box or trench shield is designed to protect workers by shielding them from cave-in material. It does not prevent cave-ins; rather, it protects workers if soil collapses.

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  14. Q14.When testing for atmospheric hazards in an excavation, what should be tested first?

    A.Flammable gases
    B.Toxic gases
    C.Oxygen levels
    D.Temperature
    COxygen levels

    Explanation: Oxygen levels should be tested first because both oxygen-deficient and oxygen-enriched atmospheres are immediately dangerous. Normal oxygen is 19.5% to 23.5%.

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  15. Q15.What is the maximum allowable slope for Type B soil?

    A.3/4 to 1 (53 degrees)
    B.1 to 1 (45 degrees)
    C.1-1/2 to 1 (34 degrees)
    D.2 to 1 (26 degrees)
    B1 to 1 (45 degrees)

    Explanation: Type B soil has a maximum allowable slope of 1 horizontal to 1 vertical (45 degrees).

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  16. Q16.Which of the following methods of excavation protection involves cutting back the walls of the excavation to form an incline?

    A.Shoring
    B.Shielding
    C.Sloping
    D.Benching
    CSloping

    Explanation: Sloping involves cutting back the trench wall at an angle inclined away from the excavation. The angle depends on the soil type.

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  17. Q17.Benching is NOT permitted in which type of soil?

    A.Type A
    B.Type B
    C.Type C
    D.Stable rock
    CType C

    Explanation: Benching is not permitted in Type C soil because it is too unstable. Benching is only allowed in Type A and Type B soils.

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  18. Q18.What is the definition of a 'competent person' in excavation work?

    A.Any foreman on the job
    B.One who can identify existing and predictable hazards and has authorization to take corrective measures
    C.An OSHA compliance officer
    D.Anyone with 5 years of experience
    BOne who can identify existing and predictable hazards and has authorization to take corrective measures

    Explanation: A competent person is one who is capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary, hazardous, or dangerous to employees, and who has authorization to take prompt corrective measures.

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  19. Q19.When must excavation inspections be conducted after rain?

    A.The next business day
    B.Within 24 hours
    C.Before employees are permitted to re-enter
    D.Rain does not require additional inspection
    CBefore employees are permitted to re-enter

    Explanation: Inspections shall be made after every rainstorm or other hazard-increasing occurrence. These inspections are conducted by a competent person before employees are permitted to re-enter the excavation.

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  20. Q20.Workers in excavations must be protected from cave-ins by a protective system unless the excavation is:

    A.Less than 5 feet deep and examined by a competent person who finds no indication of a potential cave-in
    B.Less than 10 feet deep
    C.In a residential area
    D.Temporary
    ALess than 5 feet deep and examined by a competent person who finds no indication of a potential cave-in

    Explanation: Protective systems are not required when excavations are made entirely in stable rock, or are less than 5 feet deep and examination by a competent person provides no indication of a potential cave-in.

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  21. Q21.What is the primary hazard associated with excavations?

    A.Noise exposure
    B.Cave-ins
    C.Sunburn
    D.Dehydration
    BCave-ins

    Explanation: Cave-ins are the primary hazard in excavation work and pose the greatest risk to workers. Cave-ins can be sudden and fatal.

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  22. Q22.Shoring is a method of excavation protection that involves:

    A.Cutting back the walls at an angle
    B.Installing support structures to prevent cave-in of the excavation walls
    C.Placing a shield around workers
    D.Filling the excavation with water
    BInstalling support structures to prevent cave-in of the excavation walls

    Explanation: Shoring is a structure such as a metal hydraulic, mechanical, or timber system that supports the sides of an excavation and is designed to prevent cave-ins.

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  23. Q23.When approaching utility lines during excavation, hand digging must begin within what distance of the estimated location?

    A.12 inches
    B.18 inches
    C.24 inches
    D.The safe distance determined by the utility or state law
    DThe safe distance determined by the utility or state law

    Explanation: When excavation operations approach the estimated location of underground installations, the exact location must be determined by safe and acceptable means. Hand digging or equivalent must be used within the tolerance zone as determined by state law or utility requirements.

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  24. Q24.A trench is defined as a narrow excavation where the depth is greater than the width, and the width does not exceed:

    A.6 feet
    B.10 feet
    C.15 feet
    D.20 feet
    C15 feet

    Explanation: A trench is a narrow excavation (in relation to its length) made below the surface of the ground. In general, the depth is greater than the width, but the width of a trench is not greater than 15 feet.

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  25. Q25.When employees or equipment are permitted to cross over excavations, what must be provided?

    A.A warning sign
    B.Walkways or bridges with standard guardrails
    C.A flagman
    D.Reflective markers
    BWalkways or bridges with standard guardrails

    Explanation: Walkways or bridges shall be provided where employees or equipment are required or permitted to cross over excavations. Guardrails shall be provided where walkways or bridges are 6 feet or more above lower levels.

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  26. Q26.What soil testing method uses a device that measures the unconfined compressive strength of a soil sample?

    A.Thumb penetration test
    B.Pocket penetrometer
    C.Ribbon test
    D.Visual observation
    BPocket penetrometer

    Explanation: A pocket penetrometer is a direct-reading, spring-operated instrument used to measure the approximate unconfined compressive strength of saturated cohesive soils.

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  27. Q27.Excavations adjacent to structures or foundations may require special precautions. What must be done to protect the stability of adjoining structures?

    A.Nothing special is needed
    B.Underpinning, shoring, or bracing must be provided to ensure the stability of the adjoining structure
    C.Only verbal notification to the building owner
    D.Move the excavation at least 10 feet away
    BUnderpinning, shoring, or bracing must be provided to ensure the stability of the adjoining structure

    Explanation: Where the stability of adjoining buildings, walls, or other structures is endangered by excavation operations, support systems such as shoring, bracing, or underpinning shall be provided.

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  28. Q28.What is the purpose of water removal equipment in an excavation?

    A.To keep the excavation clean
    B.To control water accumulation that could undermine the excavation walls
    C.To provide drinking water for workers
    D.To wash down equipment
    BTo control water accumulation that could undermine the excavation walls

    Explanation: Water accumulation in excavations must be controlled. If water removal equipment is used, a competent person must monitor conditions, as water can undermine excavation walls and create hazards.

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  29. Q29.The three types of protective systems for excavations are:

    A.Sloping, benching, and guardrails
    B.Sloping and benching, shoring, and shielding
    C.Guardrails, covers, and nets
    D.Warning lines, monitors, and PFAS
    BSloping and benching, shoring, and shielding

    Explanation: The three types of protective systems for excavations are: sloping and benching (cutting back the walls), shoring (supporting the walls), and shielding (using trench boxes).

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  30. Q30.If a previously classified soil type shows signs of distress (such as tension cracks), what action must the competent person take?

    A.Continue work as planned
    B.Reclassify the soil to a less stable type and increase protection accordingly
    C.Notify OSHA within 24 hours
    D.Cover the cracks with soil
    BReclassify the soil to a less stable type and increase protection accordingly

    Explanation: If, after classifying a deposit, the competent person finds indications of distress such as tension cracks, the soil must be reclassified to a less stable type and protective measures must be increased.

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  31. Q31.Excavation warning systems for vehicular traffic must include which of the following?

    A.Verbal warnings only
    B.Barricades, hand or mechanical signals, or stop logs
    C.Speed bumps
    D.Horns only
    BBarricades, hand or mechanical signals, or stop logs

    Explanation: Where mobile equipment is operated adjacent to an excavation, warning systems such as barricades, hand or mechanical signals, or stop logs shall be used to prevent equipment from falling into the excavation.

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  32. Q32.In what type of soil are vertical cuts up to 12 feet permitted in a short-term exposure?

    A.Type A only
    B.Type B only
    C.Type C only
    D.Stable rock only
    AType A only

    Explanation: In Type A soil, short-term simple slope excavations up to 12 feet deep may have maximum allowable slopes of 1/2 horizontal to 1 vertical. However, this is only for short-term conditions.

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  33. Q33.What must be done with utilities discovered during excavation?

    A.Move them out of the way
    B.Support, protect, or remove them as necessary to safeguard employees
    C.Ignore them if they appear inactive
    D.Mark them with spray paint only
    BSupport, protect, or remove them as necessary to safeguard employees

    Explanation: Underground installations that are exposed must be protected, supported, or removed as necessary to safeguard employees.

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  34. Q34.A competent person performing a visual test of soil should look for all of the following EXCEPT:

    A.Particle size
    B.Evidence of surface water or seepage
    C.Cracks in the walls
    D.The color of the soil only
    DThe color of the soil only

    Explanation: Visual tests include observation of particle size, evidence of water, cracks or fissures, spalling, layering, and previously disturbed soil. Soil color alone is not a reliable indicator of soil type.

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  35. Q35.The OSHA standard for excavations in construction is found in:

    A.29 CFR 1926 Subpart L
    B.29 CFR 1926 Subpart M
    C.29 CFR 1926 Subpart P
    D.29 CFR 1926 Subpart X
    C29 CFR 1926 Subpart P

    Explanation: Subpart P of 29 CFR 1926 covers excavation requirements for construction, including sections 1926.650 through 1926.652 and associated appendices.

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  36. Q36.An oxygen-deficient atmosphere in an excavation is one that contains less than:

    A.16% oxygen
    B.18% oxygen
    C.19.5% oxygen
    D.21% oxygen
    C19.5% oxygen

    Explanation: An oxygen-deficient atmosphere contains less than 19.5% oxygen. Normal atmospheric oxygen is approximately 20.9%. Below 19.5% is considered immediately dangerous.

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  37. Q37.When is atmospheric testing required in an excavation?

    A.In all excavations
    B.Only when an excavation is deeper than 20 feet
    C.When there is a reasonable possibility of a hazardous atmosphere
    D.Only in confined spaces
    CWhen there is a reasonable possibility of a hazardous atmosphere

    Explanation: Where oxygen deficiency or a hazardous atmosphere exists or could reasonably be expected to exist, the atmospheres in the excavation shall be tested before employees enter.

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  38. Q38.What is a surcharge load in excavation safety?

    A.The weight of workers in the trench
    B.A load near the edge of the excavation that can cause additional pressure on the walls
    C.The weight of the spoil pile
    D.The weight of water in the trench
    BA load near the edge of the excavation that can cause additional pressure on the walls

    Explanation: Surcharge loads are loads placed close to the edge of an excavation, such as heavy equipment, materials, or spoil piles, that increase the pressure on the excavation walls and can contribute to cave-ins.

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  39. Q39.What is the minimum distance that heavy equipment or vehicles must be kept from the edge of an excavation?

    A.2 feet
    B.5 feet
    C.There is no specific distance; the competent person determines what is safe
    D.10 feet
    CThere is no specific distance; the competent person determines what is safe

    Explanation: OSHA does not specify an exact minimum distance. The competent person must determine a safe distance based on soil conditions, the weight of the equipment, and other factors to prevent cave-in.

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  40. Q40.When using a trench box (shield), the shield must extend at least how far above the surrounding area if there is no sloping?

    A.6 inches
    B.12 inches
    C.18 inches above the surrounding area is recommended
    D.The shield must extend at least 18 inches above the vertical portion of the trench wall
    DThe shield must extend at least 18 inches above the vertical portion of the trench wall

    Explanation: Shields must extend at least 18 inches above the top of the vertical side when used in conditions where there is no sloping of the adjoining ground.

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  41. Q41.Employees are permitted to enter bell-bottom pier holes and similar deep and confined footing excavations only when:

    A.They have experience
    B.They are wearing hard hats
    C.They are provided with protective systems such as casing or approved means to prevent cave-in
    D.They sign a waiver
    CThey are provided with protective systems such as casing or approved means to prevent cave-in

    Explanation: Employees shall be protected from cave-ins in bell-bottom pier holes and similar excavations by means of casing or other approved methods.

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  42. Q42.The competent person for an excavation must perform inspections:

    A.Only before the first shift of the project
    B.Daily prior to each shift and as conditions change
    C.Weekly
    D.Monthly
    BDaily prior to each shift and as conditions change

    Explanation: Inspections shall be made by a competent person daily, prior to the start of work, and as needed throughout each shift. Additional inspections are required after rainstorms or other events.

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  43. Q43.One cubic yard of soil weighs approximately:

    A.500 pounds
    B.1,500 pounds
    C.3,000 pounds
    D.5,000 pounds
    C3,000 pounds

    Explanation: One cubic yard of soil typically weighs approximately 3,000 pounds (1.5 tons), which is why cave-ins are so dangerous and often fatal.

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  44. Q44.What method of soil testing involves molding soil into a thin ribbon by squeezing between the thumb and fingers?

    A.Penetrometer test
    B.Torvane test
    C.Ribbon test (manual test)
    D.Dry strength test
    CRibbon test (manual test)

    Explanation: The ribbon test involves molding a moist soil sample into a ribbon by squeezing between the thumb and fingers. The length and behavior of the ribbon helps classify the soil type.

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  45. Q45.Employees in an excavation where a hazardous atmosphere could exist must be provided with:

    A.Sunscreen
    B.Emergency rescue equipment such as breathing apparatus, a safety harness and line, and a basket stretcher
    C.Only a cell phone
    D.Only a first aid kit
    BEmergency rescue equipment such as breathing apparatus, a safety harness and line, and a basket stretcher

    Explanation: Where hazardous atmospheres could exist, emergency rescue equipment such as breathing apparatus, safety harness and line, and a basket stretcher shall be readily available.

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  46. Q46.What is the primary purpose of a trench shield (trench box)?

    A.To prevent soil from caving in
    B.To protect workers by shielding them from cave-in material
    C.To hold back groundwater
    D.To provide a work platform inside the trench
    BTo protect workers by shielding them from cave-in material

    Explanation: A trench shield (trench box) is designed to protect workers inside the trench by shielding them from soil that may collapse. It does not prevent cave-ins from occurring; rather, it deflects the caving soil away from workers. Workers must remain within the protected area of the shield at all times.

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  47. Q47.When a trench shield is being installed or removed, employees may be in the trench:

    A.At any time
    B.Only when the shield is being lowered
    C.Only when protected from cave-ins by the shield or another protective system
    D.Employees must never be in the trench during shield movement
    COnly when protected from cave-ins by the shield or another protective system

    Explanation: Employees shall be protected from cave-ins when entering or exiting the trench shield area. Workers are permitted in the trench during shield installation or removal only when they are within the protection of the shield or another adequate protective system.

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  48. Q48.Which soil classification method involves a device that measures shear strength by inserting a vane into the soil and rotating it?

    A.Pocket penetrometer
    B.Torvane (shear vane)
    C.Ribbon test
    D.Thumb penetration test
    BTorvane (shear vane)

    Explanation: A torvane (shear vane) is a hand-held instrument used to measure the shear strength of cohesive soil. The vane is inserted into the soil and rotated until the soil shears, providing a reading that helps classify the soil type. It is one of several manual testing methods used by competent persons.

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  49. Q49.Surface encumbrances near an excavation include which of the following?

    A.Only trees
    B.Trees, utility poles, sidewalks, boulders, and any other objects that could create a hazard
    C.Only buildings
    D.Only underground utilities
    BTrees, utility poles, sidewalks, boulders, and any other objects that could create a hazard

    Explanation: All surface encumbrances that are located so as to create a hazard to employees shall be removed or supported, as necessary, to safeguard employees. Surface encumbrances include trees, utility poles, sidewalks, pavement, boulders, fences, and any other above-ground objects that could fall into or destabilize the excavation.

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  50. Q50.When must the employer contact utility companies before beginning excavation?

    A.Only when digging deeper than 5 feet
    B.Within 24 hours of the start of excavation but before actual digging begins
    C.Before the start of actual excavation work, allowing sufficient time for the utilities to respond
    D.Only if underground utilities are visible
    CBefore the start of actual excavation work, allowing sufficient time for the utilities to respond

    Explanation: The estimated location of utility installations shall be determined by contacting the local utility companies or one-call system prior to opening an excavation. The employer must allow sufficient time for the utilities to respond and mark or locate their lines before digging begins.

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  51. Q51.The thumb penetration test for soil classification involves pressing the thumb into a soil sample. If the thumb penetrates the full length with moderate effort, the soil is likely:

    A.Type A
    B.Type B
    C.Type C
    D.Stable rock
    BType B

    Explanation: In the thumb penetration test, if the thumb penetrates the soil sample with moderate effort, the soil is generally classified as Type B. If the thumb barely penetrates, the soil may be Type A. If the thumb penetrates easily, the soil is likely Type C. This is a manual field test and should be supplemented with other testing methods.

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  52. Q52.Tabulated data used for the design of shoring systems in excavations must be:

    A.Memorized by the competent person
    B.Approved by OSHA before use
    C.In written form, include all criteria for determining worker protection, and be identified by the registered professional engineer who approved the data
    D.Available only from the shoring manufacturer
    CIn written form, include all criteria for determining worker protection, and be identified by the registered professional engineer who approved the data

    Explanation: Tabulated data used to design and construct a shoring system must be in written form and include all criteria necessary for determining the protection to be provided. The data must identify the registered professional engineer who approved it and specify the limits of application.

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  53. Q53.In an excavation where water is accumulating, what must the competent person do?

    A.Ignore the water if it is less than 6 inches deep
    B.Monitor and control water removal to prevent employees from working in hazardous conditions
    C.Only pump water at the end of the shift
    D.Allow employees to continue working if they have waterproof boots
    BMonitor and control water removal to prevent employees from working in hazardous conditions

    Explanation: The competent person must monitor and control water accumulation hazards. If water removal equipment is used, conditions must be monitored by a competent person to ensure safe operations. Employees shall not work in excavations with accumulated water unless adequate protections are in place.

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  54. Q54.What is the minimum distance that a ladder must extend above the top of a trench when used as a means of egress?

    A.2 feet
    B.3 feet
    C.4 feet
    D.5 feet
    B3 feet

    Explanation: When a ladder is used as a means of egress from a trench, it must extend at least 3 feet above the top of the trench to provide a secure handhold for employees climbing out. This applies to trenches 4 feet or deeper.

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  55. Q55.A competent person is evaluating an excavation and observes water seeping through the wall and fissured soil with evidence of previous disturbance. What soil classification should be applied?

    A.Type A
    B.Type B
    C.Type C
    D.Stable rock
    CType C

    Explanation: Soil from which water is freely seeping and previously disturbed soil (unless the competent person determines it to be Type A or B) are both classified as Type C. These conditions indicate low cohesive strength and high instability. The most protective classification must be used when multiple factors are present.

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  56. Q56.What is 'stable rock' as defined in OSHA's excavation standard?

    A.Any type of rock found underground
    B.Natural solid mineral matter that can be excavated with vertical sides and remain intact while exposed
    C.Rock that has been treated with chemical stabilizers
    D.Loose gravel compacted to a firm state
    BNatural solid mineral matter that can be excavated with vertical sides and remain intact while exposed

    Explanation: Stable rock is defined as natural solid mineral material that can be excavated with vertical sides and will remain intact while exposed. Excavations in stable rock do not require sloping or shoring, as the rock is self-supporting.

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  57. Q57.Hydraulic shoring systems provide protection by:

    A.Cutting back the trench walls
    B.Shielding workers from cave-in material
    C.Using hydraulic cylinders to brace the trench walls and prevent them from collapsing inward
    D.Absorbing groundwater from the trench walls
    CUsing hydraulic cylinders to brace the trench walls and prevent them from collapsing inward

    Explanation: Hydraulic shoring systems use hydraulic cylinders (pistons) placed between the trench walls to exert outward pressure. This bracing action prevents the trench walls from collapsing inward. Hydraulic shoring is a type of support system that actively resists soil movement.

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  58. Q58.For excavations deeper than 20 feet, OSHA requires that protective systems be designed by:

    A.The competent person on site
    B.The project foreman
    C.A registered professional engineer
    D.The equipment operator
    CA registered professional engineer

    Explanation: For excavations deeper than 20 feet, a registered professional engineer must design the protective system. The engineer must consider all relevant factors including soil conditions, depth, surcharge loads, and groundwater to ensure the design provides adequate worker protection.

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  59. Q59.When working near an excavation that could affect the stability of an adjacent building foundation, what is the employer's first obligation?

    A.Post warning signs
    B.Provide support systems such as shoring, bracing, or underpinning to ensure the stability of the structure
    C.Inform the building owner only
    D.Stop work permanently
    BProvide support systems such as shoring, bracing, or underpinning to ensure the stability of the structure

    Explanation: Where the stability of adjoining buildings, walls, or other structures is endangered by excavation operations, support systems such as shoring, bracing, or underpinning shall be provided to ensure the stability of the structure. This must be done before conditions become unsafe.

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  60. Q60.What test method provides the most precise measurement of soil unconfined compressive strength in the field?

    A.Visual observation
    B.Thumb penetration test
    C.Pocket penetrometer
    D.Dry strength test
    CPocket penetrometer

    Explanation: A pocket penetrometer is a direct-reading, spring-operated instrument that provides the most precise field measurement of unconfined compressive strength for cohesive soils. While visual and manual tests are useful, the pocket penetrometer gives a numerical value that can be directly compared to soil classification thresholds.

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  61. Q61.Emergency rescue equipment for excavations with hazardous atmospheres must include:

    A.Only a cell phone
    B.Breathing apparatus, a safety harness and line, and a basket stretcher
    C.Only a first aid kit
    D.Only a fire extinguisher
    BBreathing apparatus, a safety harness and line, and a basket stretcher

    Explanation: When hazardous atmospheres could exist in an excavation, emergency rescue equipment must be readily available and include breathing apparatus, a safety harness and lifeline, and a basket stretcher. Attendants must be available to provide emergency assistance, and employees must not enter until the atmosphere has been tested.

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  62. Q62.Which of the following is NOT classified as Type A soil even if its unconfined compressive strength is 1.5 tsf or greater?

    A.Clay
    B.Silty clay
    C.Fissured soil subject to vibration from heavy traffic or pile driving
    D.Sandy clay
    CFissured soil subject to vibration from heavy traffic or pile driving

    Explanation: Even if a soil has an unconfined compressive strength of 1.5 tsf or greater, it cannot be classified as Type A if it is fissured, subject to vibration from heavy traffic, pile driving, or similar effects, previously disturbed, or part of a sloped or layered system where the layers dip toward the excavation on a slope of 4H:1V or steeper.

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  63. Q63.When digging near an existing underground gas line, what precaution must be taken once the approximate location is known?

    A.Continue using mechanical excavation equipment carefully
    B.Use hand digging or other safe and acceptable means to determine the exact location
    C.Dig at least 10 feet away from the estimated location
    D.Abandon the excavation entirely
    BUse hand digging or other safe and acceptable means to determine the exact location

    Explanation: When excavation operations approach the estimated location of underground installations, the exact location shall be determined by safe and acceptable means, such as hand digging or soft digging techniques. This prevents accidental damage to utilities, which could result in explosions, electrocution, flooding, or toxic exposure.

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  64. Q64.A support system for an excavation must be installed:

    A.After all digging is complete
    B.From the top of the excavation downward during installation, and removed from the bottom up during removal
    C.In any order the workers choose
    D.Only when OSHA is present
    BFrom the top of the excavation downward during installation, and removed from the bottom up during removal

    Explanation: Support systems (such as shoring) must be installed from the top down and removed from the bottom up. This installation sequence ensures workers are protected at all times during the process, as the upper sections provide support while lower sections are being installed or after lower sections have been removed.

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  65. Q65.In an excavation, what oxygen level range is considered safe for employee entry?

    A.16% to 20%
    B.18% to 22%
    C.19.5% to 23.5%
    D.21% to 25%
    C19.5% to 23.5%

    Explanation: The safe oxygen range in an excavation is between 19.5% and 23.5%. Below 19.5% is considered oxygen-deficient and above 23.5% is considered oxygen-enriched. Both conditions are hazardous. Normal atmospheric oxygen is approximately 20.9%.

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  66. Q66.A registered professional engineer designs a protective system for a 25-foot-deep excavation. The design must be:

    A.Kept only in the engineer's office
    B.Available at the job site during construction of the protective system
    C.Filed with OSHA before work begins
    D.Memorized by the competent person
    BAvailable at the job site during construction of the protective system

    Explanation: Designs by a registered professional engineer for protective systems must be in written form and available at the job site during construction of the protective system. The design must include a plan and cross-section of the protective system and specify the identity of the registered professional engineer.

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  67. Q67.Which of the following actions must be taken before an employee enters an excavation that is 4 feet or deeper?

    A.A permit must be obtained from OSHA
    B.A means of egress such as a ladder, ramp, or stairway must be provided so no employee travels more than 25 feet laterally to reach it
    C.The excavation must be covered with plywood sheets
    D.A crane must be standing by for rescue
    BA means of egress such as a ladder, ramp, or stairway must be provided so no employee travels more than 25 feet laterally to reach it

    Explanation: In trench excavations 4 feet or deeper, a stairway, ladder, ramp, or other safe means of egress must be provided so that employees do not have to travel more than 25 feet of lateral distance to reach a means of exit. This ensures rapid evacuation in an emergency.

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  68. Q68.When using a shield system in an excavation, backfill may be used to provide lateral support for the shield ONLY when:

    A.The soil is Type A
    B.The competent person approves it
    C.The shield or its use is designed to resist the forces caused by the backfill material
    D.The excavation is less than 10 feet deep
    CThe shield or its use is designed to resist the forces caused by the backfill material

    Explanation: Backfill may be used as lateral support for a shield system only when the shield is designed to resist the forces imposed by the backfill material. Using backfill against a shield not rated for it could cause the shield to fail, collapse inward, and endanger workers inside.

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  69. Q69.When employees are required to be in an excavation where water is controlled by pumping, the competent person must:

    A.Leave the pumps unattended
    B.Only check the pumps at the beginning of the shift
    C.Monitor the water removal to ensure proper operation of equipment and prevent hazards to employees
    D.Delegate all monitoring to a general laborer
    CMonitor the water removal to ensure proper operation of equipment and prevent hazards to employees

    Explanation: When water removal equipment is used to control or prevent water from accumulating in an excavation, the competent person must monitor the water removal to ensure it functions properly. Diversion ditches, dikes, or other means may also be required to prevent surface water from entering the excavation.

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  70. Q70.A competent person performing soil classification must use at least one visual test AND at least one manual test. Which of the following is a valid manual test?

    A.Observing the spoil pile for clumping
    B.Looking at the excavation walls for layering
    C.The plasticity or ribbon test performed by rolling soil into threads
    D.Checking for the presence of utility lines
    CThe plasticity or ribbon test performed by rolling soil into threads

    Explanation: The plasticity (ribbon) test is a valid manual soil test that involves rolling a moist soil sample into threads and ribbons to evaluate its cohesive properties. OSHA requires at least one visual test and at least one manual test for proper soil classification. Manual tests include the plasticity test, dry strength test, thumb penetration test, pocket penetrometer, and torvane.

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