Specs

Bridgestone Retail Operations, LLC
PROJECT MANUAL
Version: January 2012
SECTION 02200
EARTHWORK
PART 1 GENERAL
1.01 DESCRIPTION
a. The extent of earthwork and site grading, including preparation of subgrade for
pavements where shown on the drawings. The following operations are included in this
section of the specifications:
i. Preparation of subgrade, complete.
ii. Compacted fill under and around paving.
iii. Excavation and backfilling, complete, including the footings and miscellaneous
items.
iv. Testing and Inspection Service: The Owner shall employ and pay for a testing
and inspection service. Testing service will include soil survey for satisfactory
soil materials, sampling and testing soil materials proposed for use in the work,
and field testing facilities for quality control testing during earthwork operations.
1.02 QUALITY ASSURANCE
a. References
1.03 SUBMITTALS
i. ASTM D698 - Moisture Density Relations of Soils and Soil-Aggregate Mixture
using 5.5 (2.49 kg) Rammer and 12 inch (305 mm) Drop.
ii. ASTM D2167 - Test Methods for Density and Unit Weight of Soil In Place by the
Rubber Balloon Method.
iii. Texas State Department of Highways and Public Transportation, referred to as
THD, Standard Specifications for Construction of Highways, Streets and Bridges,
latest editions.
iv. American Association of State Highways and Transportation Officials, referred to
as AASHTO.
a. Submit under provisions of Section 01300.
1.04 STORAGE AND HANDLING
a. Material Storage: Stockpile excavated materials classified as satisfactory soil material
where directed, until required for fill; place, grade and shape stockpiles for proper
drainage.
PART 2 PRODUCTS
2.01 MATERIALS
a. Fill: In accordance with drawings.
EARTHWORK 02200 – Page 1 of 5