SECTION 02300
EARTHWORK
PART 1 - GENERAL
1.01
1.02
mo Oo PP PS
7
1.03
WORK INCLUDED:
The Contractor shall make excavations of normal depth in earth for trenches and structures,
shall backfill and compact such excavations to the extent necessary, shall furnish the
necessary material and construct embankments and fills, and shall make miscellaneous
earth excavations and do miscellaneous grading.
RELATED WORK:
Section 01110, CONTROL OF WORK AND MATERIALS
Section 02085, POLYVINYL CHLORIDE GRAVITY PIPE AND FITTINGS
Section 02252, SUPPORT OF EXCAVATION
Section 02370 - EROSION CONTROL
Section 02518, TRACER TAPE
Section 02745, ROAD RESTORATION
REFERENCES:
American Society for Testing and Materials (ASTM)
ASTM C131 Test Method for Resistance to Degradation of Small Size Coarse
Aggregate by Abrasion and Impact in the Los Angeles Machine.
ASTM C136 ~— Method for Sieve Analysis of Fine and Coarse Aggregates.
ASTM C330 _— Specification for Lightweight Aggregate for
Structural Concrete.
ASTM = D1556_ Test Method for Density of Soil in Place by the Sand Cone
Method.
ASTM _D1557 Test Methods for Moisture-density Relations of Soils and Soil
Aggregate Mixtures Using Ten-pound (10 Lb.) Hammer and
Eighteen-inch (18") Drop.
ASTM = D2922 Test Methods for Density of Soil and Soil-aggregate in Place by
Nuclear Methods (Shallow Depth).
2019 Sewer Replacement Project Earthwork
Nashua, NH 02300-1
