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100+ Free Arizona ROC A-7 Piers & Foundations Practice Questions

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2026 Statistics

Key Facts: Arizona ROC A-7 Piers & Foundations Exam

60 Q

Official Scored Questions

PSI Outline

150 min

Exam Time Limit

PSI Outline

70%

Passing Score

AZ ROC / PSI

$66

Trade Exam Fee

PSI Exams

4 Years

Required Experience

A.R.S. § 32-1122

2 Years

Exam Result Validity

AZ ROC Rules

The Arizona ROC A-7 Piers and Foundations (Commercial) examination consists of 60 scored questions with a 150-minute time limit, requiring a passing score of 70%. Administered as an open-book test by PSI for a $66 fee, it tests 8 blueprint areas: Equipment & Technique (8), Compaction (8), Excavation & Grading (9), Soil Types (8), Piles (7), Concrete Formwork (5), General Concrete (8), and Safety (7). The 100 practice questions provided here are an English-language MCQ adaptation designed for open-book test preparation.

Sample Arizona ROC A-7 Piers & Foundations Practice Questions

Try these sample questions to test your Arizona ROC A-7 Piers & Foundations exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1A foundation excavation requires removing 500 bank cubic yards (BCY) of dense soil with a measured swell factor of 25%. What is the volume of loose soil (LCY) that must be hauled away by dump trucks?
A.400 LCY
B.625 LCY
C.525 LCY
D.675 LCY
Explanation: Loose volume (LCY) equals Bank volume (BCY) multiplied by (1 + Swell %). Here, LCY = 500 BCY * (1 + 0.25) = 625 LCY. This accounting is crucial for sizing excavation haul trucks.
2A structural fill pad requires 850 compacted cubic yards (CCY) of soil. If the soil experiences a shrinkage factor of 15% when compacted from its bank state, how many bank cubic yards (BCY) of soil must be excavated from the borrow pit?
A.722.5 BCY
B.977.5 BCY
C.1,000.0 BCY
D.1,020.0 BCY
Explanation: Bank cubic yards needed = CCY / (1 - Shrinkage factor). Here, BCY = 850 / (1 - 0.15) = 850 / 0.85 = 1,000 BCY. This calculation ensures adequate borrow pit excavation volume.
3When excavating a deep building foundation in sandy soil below the water table, which dewatering system is most effective for lowering the water table by 15 feet around the perimeter before excavation begins?
A.A pre-bored wellpoint system with header pipes and vacuum pumps
B.Open sump pumping from within the center of the excavation pit
C.Gravity trench drains lined with non-woven geotextile fabric
D.Electro-osmosis dewatering electrodes
Explanation: A wellpoint system consists of close-spaced small-diameter wells connected to a common header pipe evacuated by a vacuum pump, making it ideal for lowering groundwater up to 15-20 feet in sandy pervious soils. Open sump pumping in sand would cause piping and soil instability.
4What is the typical unconfined angle of repose for dry, clean, loose sand when determining un-shored stock-pile slopes or un-supported excavation slopes?
A.45° to 50°
B.15° to 20°
C.55° to 60°
D.30° to 34°
Explanation: Clean dry sand has an angle of repose (internal friction angle phi) typically between 30° and 34°. Slopes steeper than this angle of repose will experience dry sliding until the stable angle is re-established.
5Before excavating spread footings, how should batter boards and string lines be positioned relative to the building corner stakes?
A.Directly over the corner stakes to mark the precise excavation center
B.Set back 3 to 5 feet outside the excavation line so they remain undisturbed during digging
C.Fixed to the boom of the excavating machine to guide the operator
D.Flushed against the interior edge of the proposed concrete footing
Explanation: Batter boards are temporary wooden frames set back 3 to 5 feet beyond the excavation perimeter. String lines stretched between batter boards establish building lines and footings without being destroyed by excavation equipment.
6What soil phenomenon occurs when upward hydraulic seepage gradient in an open excavation matches the submerged unit weight of a fine sand or silt layer?
A.Desiccation cracking
B.Hydro-consolidation
C.Piping or quicksand (boiling) condition
D.Plastic flow creep
Explanation: When upward water seepage pressure balances the buoyant weight of sand or silt grains, effective stress drops to zero. The soil loses all shear strength, resulting in a piping or boiling quicksand condition.
7According to OSHA 29 CFR 1926 Subpart P Appendix B, what is the maximum allowable height of an individual vertical bench step in a single-benched excavation made in Type B soil?
A.4 feet (1.2 m)
B.6 feet (1.8 m)
C.8 feet (2.4 m)
D.2 feet (0.6 m)
Explanation: Under OSHA 1926 Subpart P Appendix B, benching in Type B soil allows vertical bench heights up to a maximum of 4 feet (1.2 m), with an overall maximum slope ratio of 1:1 (45°).
8A hydraulic excavator with a 1.5 LCY bucket completes a digging cycle every 20 seconds. Assuming a job efficiency factor of 80% (48-minute hour), what is the estimated hourly production rate?
A.180 LCY/hr
B.270 LCY/hr
C.200 LCY/hr
D.216 LCY/hr
Explanation: Theoretical cycles per hour = 3600 sec / 20 sec = 180 cycles. Theoretical production = 180 * 1.5 LCY = 270 LCY/hr. Applying 80% efficiency: 270 * 0.80 = 216 LCY/hr.
9A benchmark elevation is established at 100.00 feet. A sight taken on a grade rod held on the benchmark reads 5.25 feet (backsight). If the bottom of a foundation trench must be at elevation 91.50 feet, what should the grade rod read (foresight) at the trench bottom?
A.8.50 feet
B.13.75 feet
C.14.25 feet
D.3.25 feet
Explanation: Height of Instrument (HI) = Benchmark Elev + Backsight = 100.00 + 5.25 = 105.25 ft. Required Foresight (Rod reading at target elev) = HI - Target Elev = 105.25 - 91.50 = 13.75 ft.
10Which term describes the percentage increase in volume that occurs when soil is excavated from its natural (bank) state into a uncompacted (loose) state?
A.Swell factor
B.Shrinkage factor
C.Void ratio reduction
D.Compression index
Explanation: Swell factor represents the percentage increase in volume of soil when excavated from its natural bank state due to the creation of additional void space between particles.

About the Arizona ROC A-7 Piers & Foundations Exam

The Arizona ROC A-7 Piers and Foundations commercial classification authorizes contractors to construct, alter, or repair structural piers, driven timber/steel piles, drilled shaft caissons, underpinning systems, structural footings, foundation walls, soil compaction, and foundation excavation. The exam is administered by PSI as an open-book, computer-delivered test containing 60 scored questions with a 150-minute time limit. A passing score of 70% (at least 42 correct answers) is required.

Questions

60 scored questions

Time Limit

150 minutes

Passing Score

70%

Exam Fee

$66 (Arizona Registrar of Contractors / PSI Services LLC)

Arizona ROC A-7 Piers & Foundations Exam Content Outline

15%

Excavation and Grading

Site clearing, slope stability, trench excavation, dewatering techniques, earthmoving equipment capacity, cut-and-fill volume calculations, and grade staking (9 questions on official exam).

13%

Equipment and Technique

Drilling rigs, continuous flight augers (CFA), pile driving hammers, tremie pipe operations, slurry pumps, crane capacity, and deep foundation machinery (8 questions on official exam).

13%

Compaction

Standard Proctor (ASTM D698) and Modified Proctor (ASTM D1557) tests, optimum moisture content, relative compaction, lift thickness, vibratory rollers, and sand cone density testing (8 questions on official exam).

13%

Soil Types

USCS soil classification system, soil shear strength, expansive clay and caliche, Atterberg limits, bearing capacity, and soil mechanics in desert environments (8 questions on official exam).

13%

General Concrete

Concrete mix design, water-cementitious ratio (w/cm), tremie concrete placement under slurry, slump testing (ASTM C143), air entrainment, ACI cover rules, and 28-day cylinder compressive testing (8 questions on official exam).

12%

Piles

Driven timber and steel H-piles, pipe piles, drilled shaft caissons, micropiles, helical piers, pile driving formulas (ENR), dynamic load testing (PDA), and allowable axial capacity (7 questions on official exam).

12%

Safety

OSHA 29 CFR 1926 Subpart P excavation safety (soil Types A/B/C, protective systems, competent person duties), Subpart CC crane safety, fall protection, silica safety, and PPE (7 questions on official exam).

9%

Concrete Formwork

Form pressure calculations per ACI 347, wall and pier form bracing, form tie capacity, concrete placement rate limits, rebar placement, and minimum stripping times (5 questions on official exam).

How to Pass the Arizona ROC A-7 Piers & Foundations Exam

What You Need to Know

  • Passing score: 70%
  • Exam length: 60 questions
  • Time limit: 150 minutes
  • Exam fee: $66

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

Arizona ROC A-7 Piers & Foundations Study Tips from Top Performers

1Focus heavily on high-weight blueprint sections: Excavation & Grading (15%), Equipment (13.3%), Compaction (13.3%), Soil Types (13.3%), and General Concrete (13.3%) represent over 68% of the exam.
2Master OSHA 29 CFR 1926 Subpart P rules for excavation depth (5-foot threshold for cave-in protection), soil classification (Types A, B, C), egress requirements (25 ft), and 2-foot spoil pile setbacks.
3Understand soil compaction testing metrics, including Standard (ASTM D698) vs Modified (ASTM D1557) Proctor tests, optimum moisture content (OMC), and relative density calculations.
4Review deep foundation installation methods: driven pile dynamic capacity (ENR formula), continuous flight auger (CFA) drilling, bentonite slurry shaft stabilization, and underwater tremie concrete placement.
5Practice open-book lookup speed with permanent tabs on ACI 318 cover requirements, ACI 347 form pressure equations, and IBC foundation specifications.

Frequently Asked Questions

What is the scope of work covered by the Arizona ROC A-7 license?

The A-7 Piers and Foundations classification allows contractors to perform commercial construction, installation, maintenance, and repair of structural piers, driven timber and steel piles, drilled shaft caissons, underpinning, concrete footings, foundation walls, soil compaction, and site excavation related to foundation systems.

What is the structure and passing score of the AZ ROC A-7 trade exam?

The exam consists of 60 scored multiple-choice questions administered by PSI with a 150-minute time limit. Candidates must achieve a minimum score of 70% (42 correct answers out of 60) to pass. The examination fee is $66.

Is the Arizona ROC A-7 trade exam open book?

Yes. The PSI A-7 exam is an open-book test. Candidates are allowed to bring approved code books and reference manuals into the PSI testing center, provided they are bound, permanently tabbed, and free of loose papers or handwritten notes.

What other exams are required to get an Arizona ROC contractor license?

In addition to the A-7 Trade Exam, all Arizona contractor qualifying parties must pass the Arizona Statutes and Rules Examination (SRE) administered online through GMetrix for $61 with a 70% passing score.

What experience is required for an A-7 qualifying party?

The qualifying party must document a minimum of 4 years of practical or management trade experience in piers, driven piles, drilled shafts, and foundation construction, with at least 2 of those years completed within the last 10 years.

How long are AZ ROC exam results valid?

Passing exam scores are valid for 2 years from the date of the examination. The complete license application package must be submitted to the Arizona Registrar of Contractors within this 2-year window.