Transcription of GUIDELINES FOR EMBANKMENT CONSTRUCTION
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GUIDELINES FOR EMBANKMENT CONSTRUCTION
GUIDELINES FOR EMBANKMENT CONSTRUCTION GEOTECHNICAL ENGINEERING MANUAL GEM-12 Revision #4 AUGUST 2015 EB 15-025 Page 1 of 30 GEOTECHNICAL ENGINEERING MANUAL: GUIDELINES FOR EMBANKMENT CONSTRUCTION GEM-12 Revision #4 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION GEOTECHNICAL ENGINEERING BUREAU AUGUST 2015 EB 15-025 Page 2 of 30 TABLE OF CONTENTS 1. 2. EMBANKMENT FOUNDATION ..4 Stable Foundation ..4 Transitional Foundation ..4 Unstable Foundation ..5 Unsuitable Foundation ..6 3. EMBANKMENT ..7 Pneumatic Tired Roller ..7 Vibratory Drum Compactor ..8 Sheepsfoot Roller ..9 Smooth Steel-Wheel Roller ..10 Other Rollers ..11 4. COMPACTION CONTROL ..13 Moisture - Density - Strength Relationship ..13 5. PROOF ROLLING ..18 6. EMBANKMENT FAILURE ..19 7. WINTER EARTHWORK ..20 Winter Earthwork Inspection ..21 8. SUMMARY.
the roadway changes from embankment to cut. When an embankment is placed against existing ground, such as occurs in a fill-cut situation, a bump may occur in the pavement at ... reduced by limiting the size of the construction equipment being used until the embankment ... vibratory rollers have been pre-qualified. The Geotechnical Engineering ...
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