Transcription of UFGS 31 23 00.00 20 Excavation and Fill
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UFGS 31 23 00.00 20 Excavation and Fill
**USACE / NAVFAC / AFCEC / NASAUFGS-31 23 20 (February 2011)Change 2 - 08/15----------------------------------- -Preparing Activity: NAVFACS upersedingUFGS-31 23 20 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSR eferences are in agreement with UMRL dated January 2022**SECTION TABLE OF CONTENTSDIVISION 31 - EARTHWORKSECTION 31 23 20 Excavation AND FILL02/11, CHG 2: 08/15 PART 1 GENERAL REFERENCES DEFINITIONS Capillary Water Barrier Degree of compaction Hard Materials Rock Pile Supported Structure SUBMITTALS DELIVERY, STORAGE, AND HANDLING CRITERIA FOR BIDDING REQUIREMENTS FOR OFF SITE SOIL QUALITY ASSURANCE Shoring and Sheeting Plan Dewatering Work Plan UtilitiesPART 2 PRODUCTS SOIL MATERIALS Satisfactory Materials Unsatisfactory Materials Cohesionless and Cohesive Materials Expansive Soils Nonfrost Susceptible (NFS) Material Common Fill Backfill and Fill Material Select Material Topsoil POROUS FILL FOR CAPILLARY WATER BARRIER
ASTM D1556/D1556M (2015; E 2016) Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method ASTM D1557 (2012; E 2015) Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3) ASTM D1883 (2016) Standard Test Method for California Bearing Ratio (CBR) of
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