NM CID GS-8 Practice Questions - New Mexico CID GS-8 Earthmoving, Excavation And Ditching Examination Exam

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Under OSHA 1926 Subpart P Appendix A, Type A soil is defined as cohesive soil with an unconfined compressive strength of:

0.5 tsf or less Greater than 0.5 tsf but less than 1.5 tsf 1.5 tsf or greater, if no disqualifying condition applies Any granular sand regardless of strength

Correct Answer:

1.5 tsf or greater, if no disqualifying condition applies

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