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CHAPTER 6

NYSDOT Geot echnical Page 6-1 June 17, 2013 Design Manual GEOTECHNICAL DESIGN MANUAL CHAPTER 6 ENGINEERING PROPERTIES OF SOIL AND ROCK NYSDOT Geot echnical Page 6-2 June 17, 2013 Design Manual (Intentionally left blank) Table of Contents NYSDOT Geot echnical Page 6-3 June 17, 2013 Design Manual OVERVIEW .. 6-6 INFLUENCE OF EXISTING AND FUTURE CONDITIONS ON SOIL AND ROCK PROPERTIES .. 6-6 METHODS OF DETERMINING SOIL AND ROCK PROPERTIES .. 6-7 GEOTECHNICAL LABORATORY SERVICES .. 6-7 Type of Laboratory Testing .. 6-8 Quality Control for Laboratory Testing .. 6-12 Developing the Testing Plan.

test methods for use in soil are the Standard Penetration Test, (SPT) and the cone penetrometer test (CPT). The laboratory testing program generally consists of index tests to obtain general information or to use with correlations to estimate design properties, and performance tests to directly measure specific engineering properties.

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