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Examen

New Mexico Gf-9 Utility Lines Exam Comprehensive Exam – 200 Questions With Verified Solutions Latest Update – Current Year

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Review high-yield safety and compliance concepts for the New Mexico GF-9 Utility Lines Exam. This practice resource focuses on jobsite hazards, utility protection, construction standards, inspections, documentation, and contractor responsibilities. High-Yield Coverage Areas Utility construction safety Electrical and underground utility hazards Excavation and trench safety Fall protection and jobsite hazards Personal protective equipment Traffic and work-zone safety Utility locating and damage prevention Safe equipment operation Material storage and handling Construction plans and specifications Inspection and testing requirements Code compliance principles Permits and contractor responsibilities Documentation and project records Quality control and workmanship Identifying defective or unsafe installations New Mexico licensing and regulatory concepts

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NEW MEXICO GF-9 UTILITY LINES EXAM COMPREHENSIVE EXAM – 200 QUESTIONS
WITH VERIFIED SOLUTIONS LATEST UPDATE – CURRENT YEAR

SECTION 1: OSHA Safety Regulations (Questions 1–50)



1. OSHA 1926 – Excavations

 Question: According to OSHA 1926 Subpart P, what is the maximum allowable
slope for Type A soil?

o A) 1:1 (45°)

o B) 1.5:1 (34°)

o C) 2:1 (26°)

o D) 3:1 (18°)

 Correct Answer: B) 1.5:1 (34°)

 Rationale: OSHA 1926 Subpart P classifies soils. Type A soil (clay, silty clay) has the
highest stability and allows a 1.5:1 slope. Type B is 1:1, Type C is 1.5:1. This is one
of the most tested topics on the GF-9 exam – know soil types and slope
requirements.

2. Trenching – Competent Person

 Question: Who is responsible for inspecting a trench before workers enter?

o A) The foreman

o B) The competent person

o C) The project manager

, o D) The safety officer

 Correct Answer: B) The competent person

 Rationale: OSHA defines a "competent person" as someone capable of identifying
hazards and authorized to take corrective action. The competent person must
inspect trenches daily and after any rain or disturbance. This is a heavily tested
concept.

3. Trenching – Protective Systems

 Question: Which of the following is NOT an acceptable protective system for a
trench over 5 feet deep?

o A) Sloping

o B) Benching

o C) Shoring

o D) Leaving the trench open without support

 Correct Answer: D) Leaving the trench open without support

 Rationale: OSHA requires protective systems for trenches 5 feet or deeper. Sloping,
benching, shoring, and shielding (trench boxes) are all acceptable. Leaving an
unsupported trench is a violation.

4. Trench Box – Installation

 Question: When using a trench box, how far above the trench bottom must the box
extend?

o A) 6 inches

o B) 12 inches

, o C) 18 inches

o D) 24 inches

 Correct Answer: C) 18 inches

 Rationale: A trench box must extend at least 18 inches above the trench bottom to
prevent soil from falling in. This is a specific OSHA requirement that frequently
appears on the exam.

5. Excavation – Access/Egress

 Question: In a trench 4 feet deep, how far apart must ladders or other means of
egress be placed?

o A) 25 feet

o B) 50 feet

o C) 75 feet

o D) 100 feet

 Correct Answer: B) 50 feet

 Rationale: OSHA requires ladders, ramps, or stairs in trenches 4 feet or
deeper, spaced no more than 50 feet apart so workers can exit quickly in an
emergency.

6. Trenching – Soil Testing

 Question: Which test is used to determine soil type in the field?

o A) Plasticity test

o B) Thumb penetration test

, o C) Pocket penetrometer

o D) All of the above

 Correct Answer: D) All of the above

 Rationale: Field tests for soil classification include plasticity, thumb penetration,
pocket penetrometer, and dry strength tests. The competent person must perform
these tests daily.

7. Soil Classification – Type C

 Question: Which soil type is the least stable and requires the flattest slope (1.5:1)?

o A) Type A

o B) Type B

o C) Type C

o D) Type D

 Correct Answer: C) Type C

 Rationale: Type C soil (gravel, sand, loamy sand, or submerged soil) is the least
stable. Type C requires a 1.5:1 slope (34°). This is a common exam question.

8. Trenching – Water Accumulation

 Question: If water accumulates in a trench, what must be done?

o A) Continue working and pump it out later.

o B) Remove workers immediately and implement dewatering.

o C) Wait for the water to evaporate.

o D) Add gravel to absorb the water.

Información del documento

Subido en
10 de agosto de 2026
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