Transcription of GUIDELINES FOR EMBANKMENT CONSTRUCTION
{{id}} {{{paragraph}}}
Example: tourism industry
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.
ft. (1.8 m), including the thickness of the subgrade and pavement, the specifications require that the topsoil be removed. There are situations where, although the embankment is less than 6 ft. (1.8 m) high, it would be advantageous to leave the topsoil in place such as where the
Loading..
Tags:
Information
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document: