NM CID GF-4 Practice Questions - New Mexico CID GF-4 Drainage Or Flood Control Systems Contractor Examination Exam

Match the OSHA unconfined compressive strength ranges to soil type for cohesive soils.

Type A 0.5 tsf or less; Type B greater than 0.5 to 1.5 tsf; Type C 1.5 tsf or more Type A and Type B are distinguished only by color; strength is not used Type A 3.0 tsf or more; Type B 2.0 to 3.0 tsf; Type C less than 2.0 tsf Type A 1.5 tsf or more; Type B greater than 0.5 tsf but less than 1.5 tsf; Type C 0.5 tsf or less

Correct Answer:

Type A 1.5 tsf or more; Type B greater than 0.5 tsf but less than 1.5 tsf; Type C 0.5 tsf or less

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