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TEST METHOD FOR EARTHWORK COMPACTION CONTROL …

TEST METHOD FOR EARTHWORK COMPACTION CONTROL BY NUCLEAR GAUGE GEOTECHNICAL TEST METHOD GTM-10 Revision #5 AUGUST 2015 EB 15-025 Page 1 of 11 GEOTECHNICAL TEST METHOD : TEST METHOD FOR EARTHWORK COMPACTION CONTROL BY NUCLEAR GAUGE GTM-10 Revision #5 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION GEOTECHNICAL ENGINEERING BUREAU AUGUST 2015 EB 15-025 Page 2 of 11 TABLE OF CONTENTS 1. SCOPE ..3 2. SUMMARY OF METHOD ..3 3. LICENSING AND CERTIFICATION ..3 Licensing ..3 Certification ..3 4. TEST PROCEDURE ..4 Preparation Prior to Testing ..4 Test Location Data ..5 Testing and Sampling ..5 5. DATA AND CALCULATIONS ..6 Determination of Plus in. (19 mm) Material and Moisture Content ..7 CONTROL Density ..8 APPENDIX ..11 A. Equipment .. A-1 B. Illustration Showing Where Material for One Point Proctor Test is Obtained - Figure B-1 C.

earthwork through the use of a nuclear gauge. The density of the material shall be determined by direct transmission and the moisture content shall be determined by backscatter. This method may be used in conjunction with either the Standard or Modified Proctor Density Test for determining the percent of Maximum Density.

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