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

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NMDOT Standard Specifications (2019) Section 203 requires each layer of roadway embankment to be compacted to at least what percentage of maximum dry density by AASHTO T 180 (Modified Proctor)?

85 percent 90 percent 95 percent 100 percent of Standard Proctor T 99 only, never T 180

Correct Answer:

95 percent

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